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Plans (15) S1T2018 - 0000 1 GENERAL SITE NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. CONTRACTOR IS RESPONSIBLE FOR ,,,,,_ { ! • L I,..,. ,, , , ,.,.. il VISITING THE SITE AND BECOMING FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING. r----' ---) ,:.;., 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO EXISTING SITE • il 41�' ,•L. DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT GENERAL DESIGN ELEVATIONS FOR MP 11. +' _= s? f !. NEW CONSTRUCTION PROVIDE PROPER PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN - r� POINTS. REPORT DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. ,_ ` ``�' �':,. 1 1 \--, 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CrrY INSPECTOR(5). CONTRACTOR SHALL ,.,....... _ S�......�...=_.._ NOTIFY CITY INSPECTO 72 HOURS PRIOR TO START OF CONSTRUCTION ,,,,,,,,...,.:„ 3 L., ip } `i ir• , - 5W INEZ ST ...-. _ ._ IT R 5� 4 ' 4. DURINGCONSTRUCTION, THE CONTRACTOR AND/ORSUBCONTRACTORSSHALLHAVEA MINIMUMOF ONE '; , ,,r ,0,;_ . . :)-• ^ Zt 9ci• `I (1) SET OF PERMIT APPROVED PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. y ` ' `'; :; (.),/,-..„,, ,.., 5• . UPON COMPLETION OF THE CONSTRUCTION PROJECT THE CONTRACTOR SHALL LEAVE THE PROJECT , ; c.,7.; - kP ;f .3 .�40 I il �, € AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE i l :..( ,,- f } / 'i' MINIIIIIMi i RESTORED TO AN "AS GOOD OR BETTER" CONDITION, I ,. • ,fl, I rKms' :,, /27'54,_////.7:7/ , �s,� , „ ; '1'`' .:_`\,'.., �- • -- �--' „ - .. ,---;. .- 4 �. _ y4 , T /, ! , , -' m, -y am, *Z. 1'- -4:•.` = 6. THE ENGINEER OR OWNER 1S NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR AND HIS I .I 'f r"� - - CREW. OSHA REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE ,„=. ALL I B IIIj' T.J ' a „----)44--.....,-:"[ '=J!` `(r /., l,w ,y WORK. 0. Za I I I (.- ,' r/ L. ~'"'.t:•,-,,'.:•, --...,"`":•-•..,>4 0 'i • '. , 0/f,. _ i 7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. E " 4 CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF TIGARD FOR REVIEW AN ,ki,,EIVE I . „.„. ,,, ` , I/ I, I :I ti (; I APPROVAL PRIOR TO COMMENCING CONSTRUCTION. f Dull Olson Weekes - IBI Group s� I-�a ,) u~' " V' ;/` \\ , ° 8. CONTRACTOR SHALL REFERENCE SOILS REPORT BY GRI DATED JUNE 28, 2017. ' i / I, G IIf'' , ! Architects, Inc. I i :. u'; Is'f;; a;' f` _ FEB 15 2018 ",l. a 907 SW Stark Street Portland OR 97205 USA ` 1 GENERAL GRADING NOTES Car op rr//r RD u<< i I �i� �l jj/, Il tel 503 22fi 6950 fax 503 273 9192 `11 !_ / .9 3a``\ -,•-•..., !' 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. THE CONTRACTOR IS RE '1 ti FIELD. wwwd0wa-ibigr0up.�om www.ihigroup.cam ?; ! 4 VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING RIGHT-OF-WAY�O ? sit' / �!, LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. TWALIIY ; MIDDLE fl /' i f 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE FOR STAKING WITH A SCHOOL ' LICENSED SURVEYOR. STAKING WILL BE RENEWED BY ARCHITECT FOR CONFORMATION TO DESIGN I °' W . I / ry PRIOR TO CONSTRUCTION. , : 6 `l'I •. / "` ,. i t` 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS OTHERWISE INDICATED. F, PRO- . °'e I` a` :` • • ~ ! ' MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING WALLS AND DOORS. v,5� ,�c,t N F�'r/oy I ... 9 �g ' • • 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. ADEQUATE SHORING 79701 l ~ ,dz ' /� , fl', 3 BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING r 5. , !, ALL PHASES OF CONSTRUCTION. OREGON d r r. .^t• <.J: l I' at f ;rte., J J FI t If :-'� i 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY CONSTRUCTION OR A �i, le �0�� o I I: 7- Y;t�, 44.,y ? \ ,.� ! �._..I i EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH AND RETURNED TO ORIGINAL EXISTING NARK�� ,," II - . su r~ r CONDITIONS. DISTURBED LANDSCAPED AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT m. ' • �a '> o,.'' PLANTINGS, DISTURBED NATURAL AREAS SHALL BE HYDROSEEDEDTO REPLACE NATIVE R I exPRATIO DATe WIVaon SW MURDOCK S7 " » ,i--'`� . rf ' • _ ,»�`; ,r-•� {' - DISTURBED GRAVELAREASSHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. •-\\- it 1 : `'?i.." _ - - ,. �„ ■ �..... -� „• ' 6. ALL DITCHES, SWALES, GUI ILRS, CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE CONSIDERED ACTIVE '; ; „ -... STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING i •\ ,a I ;1,. r•- STORM WATER DRAINAGE AND DEWATERING OF WORK AREAS DURING CONSTRUCTION. l: ,` I • , „I. • I I ' c f' •'',' 7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING CONSTRUCTION IN A \ \ ' "•, ' PRE-K/DISTRICT II I a \ MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND COMPACTION OPERATIONS. \ \ • 11 BUILDING �% k ,, ,,. \ .� �' r 8. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY MONUMENTS ARE DISTURBED OR DESTROYED DURING CONSTRUCTION, CONTRACTOR SHALL RETAIN THE SERVICES OF A ��, a" - 3 �•-.- �- .. /�' l "•t REGISTERED LAND SURVEYOR TO RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE - - �'._ - ►-- a -- 3 NECESSARY SURVEYS AS REQUIRED BY STATE LAW EI€I . 1 _' 4r `� . - I. 1y, / c.-7.,',/,!V / 'f 7 9. COMPLETELY COVER ANY SOIL STOCKPILES WITH 6 MIL BLACK PLASTIC AND PROVIDE RESTRAINTS TO ,t ` •,,♦1' =r. ..* L,/ i/ I HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS PART OF CONTINUOUS EROSION CONTROL PLAN. u� , 5 � f %%' Ill a.1 ryx 4�/ PLACE SILT FENCE COMPLETELY AROUND STOCKPILE. i '' ft i e,I I ' • • \\ • y" ,. A � if 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE■ �� s j '� TO CLEAN WATER SERVICES STANDARDS FOR MINIMUM EROSION t� +��' ""'" - "� CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS .+� EES % •- F. FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE ■�r / 1 UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND L ie�� !maim... A �' SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. }■ ■,,,i TEMPLETON ,a;;, a ,,i is ELEMENTARY SCHOOL ` i 0 -C/' inammi r.711 ,71 „ 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE 0 _ _ Y : %;I,; OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. Q .. _.......... ...„44. . - * 'i .4441GENERAL UTILITY NOTES O C I :marktir * �` 1. LOCATIONS OF EXISTING UNDERGROUND UTILmES ARE PLOTTED FROM RECORD DRAWINGS AND itl �' I- - - ." ■+ ..11%floe".i I"*, INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE SUBJECT TO FIELD VERIFICATION BY U !`••• +, ;� 11� ■Ei •�� , •fie ■'+p A' THE CONTRACTOR. CONTRACTOR SHALL VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES PRIOR '1"1 op 0 • • �. ■� !�J �� ;�_y�14.PF„� ♦•• - S.F TO COMMENCING CONSTRUCTION. C CD •♦♦` ■'■ ■ '""' 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS !N THE SHEET INDEX .= ' L. "":' aM+' =- FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS SECTION OR ANY OTHER SECTION. .�....+ /i SHEET - - ,., k ca• 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND SHEET TITLE - NUMBER OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY W CO I `� w ;.-�_- w1. DIMENSION, COMPONENT PIECE, OR FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS C0.1 COVER SHEET AND NOTES 3 • ' ---== 1L3-- .. RESPONSIBLE FOR PROVIDING A COMPLETE AND WORKING SYSTEM. _ CO.2 EXISTING CONDITIONS PLAN I• • _ .� '� 0 c ` 4. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY �.a0 o C1.0 DEMOLITION PLAN I - - € Y NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR Q) I ct ' ' C2.0 SITE PLAN - OVERALL I 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE C!) j j C2.1 SITE PLAN • TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). 0IXCAVATDRS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN E coC!) M C2.2 SITE PLAN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS 0) c) O 0 • PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. O C2.3 SITE PLAN (O C2.4 SITE PLAN 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND STRUCTURES LOCATED C3.D GRADING PLAN - OVERALL GENERAL SITE ARRANGEMENT ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION OF ALL ABOVE AND BELOW GRADE UTILITIES C3.1 GRADING PLAN SCALE: 1" = 100' DURING CONSTRUCTION. 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE LATEST EDITION OF THE C3.2 GRADING PLAN OREGON PLUMBING SPECIALTIES CODE. ALL UTIUTY CONSTRUCTION WITHIN THE PUBUC UTILITY 03.3 GRADING PLAN EASEMENT SHALL CONFORM TO THE STANDARD REQUIREMENTS OF THE CITY OF TIGARD. 1(11± C3.4 GRADING PLAN 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. C4.0 STORM PLAN - OVERALL PLAN ABBREVIATIONS 111 5w Ftfth Ave.,suite 2500 8. SEE LANDSCAPE DRAWINGS FOR IRRIGATION LINES. Portland,OR 97204 C4.1 STORM PLAN AC ASPHALT CONCRETE GL GAS LINE R RIM 0:503.227 3251 F:503.274,4681 C4.2 STORM PLAN AD AREA DRAIN GV GATE VALVE RD ROOF DRAIN 9. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE UTIUTIES UNLESS www.ko$?com APPROX APPROXIMATE H HEIGHT R.O.W RIGHT-OF-WAY OTHERWISE INDICATED. CD C4.3 STORM PLAN B BOLLARD HCP HANDICAP PARKING SPACE S SLOPE (FT/FT) C4:4 STORM PLAN BLDG BUILDING HP HIGH POINT 5D STORM DRAIN 10. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES. VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, 0 BOW BACK OF WALK ID INSIDE DIAMETER SDMH STORM DRAIN MANHOLE ETC. TO FINISHED GRADE. C5.0 UTILITY PLAN - OVERALL BS BOTTOM OF STAIR IE INVERT ELEVATION SHT SHEET 11. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, 0 C5-1 UTILITY PLAN BOTTOM OF SWALL INV INVERTIGASS SANITARY SEWER TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, 0 C5.2 UTILITY PLAN BW BOTTOM OF WALL IRR. IRRIGATION SSMH SANITARY SEWER MANHOLE �} CB CATCH BASIN LP LIGHT POLE ST STREET SANITARY SEWER, ETC.) IF CONFLICT OCCURS. rte• C5.3 UTILITY PLAN CL CENTERLINE MH MANHOLE STA STATION NCMP CORRUGATED METAL PIPE MIN MINIMUM STD STANDARD 12. CONTRACTOR SHALL COORDINATE WITH PRVATE UTILITY COMPANIES FOR THE INSTALLATION OF GAS, 05.4 UTILITY PLAN c) CMU CONCRETE MASONRY UNIT N NORTHING S/W SIDEWALK ELECTRICAL, POWER, AND TELEPHONE SERVICE. C6.0 DETAILS CO CLEANOUT 0.D OUTSIDE DIAMETER TC TOP OF CURB key I a n 2 C6.1 DETAILS CONC.TCONCRETE OF OUTFALLVEHETD TRENCHOPRAIN OFFICE COPY 13. BEFORE OF EXACT LOCA ONE UTILITY IMPROVEMENTS AND DEPTH AND SUBMIT TO ENGINEER AND ARCTOR SHALL CHITECT.EY D RECORD Y P � COTG CLEANOUT TO GRADE OVH/OH OVERHEAD TG TOP OF GROUND C6.2 DETAILS CP CONTROL POINT P/L PROPERTY LINE TP TOP OF PAVEMENT U C6.3 DETAILS e DELTA PC POINT OF CURVATURE TRANS. TRANSFORMER CITY OF TIGARD 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 d 06.4 DETAILS DIA.,O DIAMETER PCR POINT OF CURB RETURN TW TOP OF WALL REV! FOR CODE COMPLIANCE STRUCTURES". O C7.0 ESCP COVER SHEET DIP DUCTILE IRON PIPE PED PEDESTRIAN TOP OF WALK = E EASTING PIV POST INDICATOR VALVE TYP TYPICAL Approved: 1 15. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIE AT THE LOW POINT OF THE SYSTEM, TRUE TO date February 9, 2018 (..3 C7.1 ESCP NOTES EXIST./EX EXISTING PM PARKING METER UG UNDERGROUND GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL FDC FIRE DEPARTMENT CONNECTION POC POINT ON CURVE UGE UNDERGROUND ELE ESTABLISH UNE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. C7.2 ESCP EXISTING CONDITIONS J revisions FF FINISH FLOOR ELEVATION PP POWER POLE W WATER , S fi-) - fl I4z w O ' ,\ Q < C7.3 ESCP CUT-FILL PLAN FG FINISH GRADE PRO POINT OF REVERSE CURVATURE W/ WITH Pefi7llt#' ! J r1. 16. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, BASED ON COORDINATES, W 07,4 ESCP PROPOSED CONDITIONS FH FL FIRE HYDRANT PT POINT p U.E PUBLICOF TANGENT UT UTY EASEMENT WMR WHEEL CHAIR WATER METER RAMAddreS8: gyri f�0 S ‘.T II L,Y U O J� LICENSEDDIMENSIOS IN AND DE STATE OF INDICATEDINGS OREGONON THE PLANS. CONTRACTOR SHALL RETAIN A SURVEYOR 2 C7.5 ESCP DETAILS FND FOUNDATION PVC POLYVINYL CHLORIDE WV WATER VALVE Suite#: I LU G GUTTER PNMT PAVEMENT C7.6 ESCP DETAILS GB GRADE BREAK PVT PRIVATE BY: / Date: 3-a ) -- 1 -' SURVEY NOTESLY I C8,0 PUBUC FACIL TY IMPROVEMENT PERMIT PLANS Z 1 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL I 0 C8.1 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, I I- ill J C8.2 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS AND ELEVATIONS, AS SHOWN, ON THE PLANS. M C8.3 PUBUC FACILITY IMPROVEMENT PERMIT PLANS SEPARATION STATEMENT 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION LU PRIOR TO BEGINNING CONSTRUCTON LAYOUT. SEE SHEETS C2.00-C2.04 FOR PROJECT CONTROL # 16054 C8.4 PUBUC FACILITY IMPROVEMENT PERMIT PLANS ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER INFORMATION. project N C8.5 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN COVER SHEET AND oC8.6 PUBUC FACILITY IMPROVEMENT PERMIT PLANS OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL 3 ONOTHETCONTROL SHALL BE FIELD BENCHMARK STATED HEREON, PIFIED NION ATND BEGINNING CONSTRUCTION LAYOUT. POSITION BASED NOTES Q� C8.7 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" CID CID-- 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER G8.8 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' - . HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. rA C8.9 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS 60- 18" INCHES ABOVE THE SEWER. 5. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. ..-0 C8.10 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION C 0 U °OZ LAYOUT. CV 11.111111.111= di CO-1 NU.. _:t: F rI; Ise /..:47••• ? 1 L � � ' - - STORM TABLE: NOTES: • • a *\t \ it //j/ f \ • • ,/,' . , "\ s 1.)VERTICAL DATUM:NAVD 88 GEOID 12A e .,� , \ \ c 4 / r'+ //i� ! ? j ! ` i r'- 1 1 STORM MANHOLE(FLOW CONTROL) 19 CATCH BASIN[SUMP TYPE} 37 CATCH BASIN(WATER QUALM "' •- • r, r I , o 0 o ELEVATION WAS ESTABLISHED TH ROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO.1 \ } / ' I/i r / i V RIM=290.47' RIM=273.50' RIM=268.00' • ' / 'N\,\ ; / ,j P/!i // ? r \� OVERFLOW=2$$.97 WATER LEVEL=272.78' WATER LEVEL=267.55' USING THE OREGON REAL-TIME GPS NETWORK(ORGN). - `�' �i /��/ \ \ IE 8"OUT(NW)=286.52' un .'::::,--•- ., \ ° of \ /�V /f// \ \ i✓ 20 STORM MANHOLE 38 STORM MANHOLE .__- _ /[,/ 4� 2.) BASIS OF BEARINGS FOR THIS SURVEY 15 THE OREGON COORDINATE REFERENCE SYSTEM(OCRS), • O CATCH BASIN[WATER QUALITY] RIM=266.49' RIM=268.30' ' `^ ---•._ - - - ff+le \ �� PORTLAND 70N E.THE RESULTANT BEARING OF THE CENTERLINE OF SW 97TH AVENUE 15 / ` • _ �,�•p„"=„" � /F RIM=293.72' IE 12"OUT(E)=261.69' IE 6"IN(5W)=265.65' _ z -- •--"` / - ,/ .u.md _ WATER LEVEL=242 72 _ NORTH 00'34'45"EAST. - lifil IIII • .: // st`4\ L.` / _ I£6"IN[EJ"265.65' # ' ;. .<NJ 21 CATCH BASIN(SUMP TYPE) I€18"OUT(N)=265.45' it 'ter • '_ - , ! �.vw,""xs.>,,. / 3 CATCH BASIN(WATER QUALITY) O RIM=275.07' 'ti * __ s.,� ",-..,,.�'•. R3. ',�;,,,,,,,,,„o 0 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE ORDER NO. ' ;-=� .-, , r "-.;,'; '� \ \ „•�,i„ / ■ i RIM=289.63' WATERLEVEL=274.32' 39 CATCHBASIN(WATERQUALIT' f" - I- ./ WATER LEVEL=288.73' RIM=268.04' 7019-2858130,?REPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 WI i -'R. i.W .C a ;r. .i • • t .7111"�yp,\ '7), o^\. ,,,..,:� _ OHU: E' >T - --' -• - - '� r !\wvr"� 6� " �, \ Sti. fl•'„ , „ 2z STORM MANHOLE WATER LEVEL=267.59' TEMPLETON ELEMENTARY SCHOOL AND LOT ROOK SERVICE ORDER N0.7019-2858150 - - / 4� _' g'"SS B'S5 "5S f--- „,8,55.,_,,! , S's'0(�� Vss _[ 11'as _ Irs147"-, . , [ - g- - I / O4 CATCH BASIN(SUMP TYPE} RIM=283.73' SUPPLEMENTAL,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 Y�' / I :"F ;.\r ,�JS,�j'�f`t "�� _r�+ \ I j / ir' RIM=2&9.73' IE NE 276.83' ,.�.+.c. { )- ® STORM MANHOLE(FLOW CON (TWALITY MIDDLE SCHOOL) / / }}-- 1, / lwnusaw, �r.'j t�} •/ 't WATERLEVEL=288.83' IE8"IN NW 278.63' RIM=2b9.26' 1 I, F.r J /i ! r' .• + rr.SD r ` „---i 1711 [s01 (50,- IE8"OUT(SE)=278.43' If I8"IN(5)=265.06' / /` . • .'/ '' I I - ` "' J 5 CATCH BASIN(SUMP TYPE) !£$"OUT E =265.06' - /' - 9: .. i '- ,• , • `1 #2 ! � O O 4.} UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS&REFERENCE MAPS �/ r / /''✓ -` ^.� >• r - / }'' i RIM=285.10' 23 CATCH BASIN(SUMP TYPE) ' j ! / .,.✓ .. \ �, ! „ / WATER LEVEL=284.20' RIM=280.49' MADE AVAILABLE BYTHE VARIOUS UTILITY PROVIDERS.UNLESS INDICATED,DEPTHS OF UTILITY LINES �.,r% / /� /r- / '� \ �'•{ 1 `,� , �, .\` r /'• � 41 CATCH BASIN(WATER QUALlT ' / / yi / .^,,,-. } 'k. " - • \ ,:,.=,ddJ / / WATER LEVEL=27919' RIM=268.85' ARE NOT AVAILABLE.ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED(POTHOLED)PRIOR TO 1 /r Y ^A - • \s \\� q„�� [,*,tom\\ •\s\\ss\\��y�\,\\�\Ass\�.�p ti #f t t / /' ' N, S �5 CATCH BASIN(SUMP TYPE) WATER LEVEL=268.45' CONSTRUCTION, '/ - / `' iJ J i`; `4 IL \e/L r` .IO+" `�✓ y7�$•` �`. ` / /' /` 24 CATCH BASIN[SUMP TYPE) �. • ® / \ f RIM=284.86' ' / L rL� °h, i # 42 CATCH BASIN(SUMP TYPE) .� ` ` ` \ / / ` / � / /� WATERLEVEL=283.96' RIM=278.50' RIM 26fi.32' ` •••�� a... ' a �' - . \ �- , . "`r, ; _r ( TYPE) O WATER LEVEL=265.57 .�- * : " :• i ! - �. .^"`� WATER LEVEL=277.75' �r'ff,/, - ` `` a `,(.. t a51, • / '' / /` ( '! r - /',/ / ,C 7 CATCH BASIN SUMP /y , V� `/ \ \ �'`, `l. `� 4'R:: t. , • • .. � 1/ \ f - r / • 1/ /� /F -""" =''t�� '" RIM=284.42' 25 CATCH BASIN(SUMP TYPE) I 1 ij / ,;' /\ '�I `. �` ,`. t Z 4, t<i f /:� z r ..,+' � .t, / / / WATER RIM=285.89' I q, l<• I\ `'sel Y.,- ` / � / / /,:' „../ / E i \ \ 43 CATCH BASIN(SUMP �, , , , � • 1. s'•-<": j' / :mom.\ WATERLEVEL=28474' RIM=266.31' '" ury�„ p _ - .• f i - + f / ��'� 1 - �8 CATCH BASIN(SUMP TYPE) WATER LEVEL=265.65' / IYt9i f+/ %' , t6 'psi) F',. • ,t`/ t r jr� F� ! i ff // r WATER 26 RMC�BASI�(SUMPTYPE) CATCH BASIN SUMP ® / i i ,, / --' RIM=279.00' I t / fl ® 1M[S TEM FUMY[EM[NAMSCMOCL - �, i , . _r 0 ( TYPE) PROJECT CONTROL: / i'/ ° "' _ '""'m"°"'""`°"'° -�: ' / /V ' /� f ' / // NO PIPES VISIBLE WATER LEVEL=28422' PROJECT`'4' + 1 • - E - / ; ' / Ik / / / / WATER LEVEL=265.68' STATION DESCRIPTION NORTHING EAST/NG ELEVATION/ / 1• N 9 CATCH BASIN 27 CATCH BASIN(SUMP TYPE) Dull Olson Weekes - IBI Group y ! .-, ♦ is,o,rrcal,orrtuimnm / i� / `%' 2 '. �., \ * _3•< ",' .'/ /?, �� i ' /' - O RIM=279.62' O RIM=285.33' 45 STORM MANHOLE 1 5/8"lR W/RED PLASTIC CAP"KPFF CONTROL" 132419.64 321787.80 273.25' i i A I / f n O Architects, Inc. ,7 I ii •I }' ': • d Jr % I t "' WATER LEVEL r,. ;• _ qOp IE 4 OUT =278.83 _ / / (SE) RIM 265.84' r'3 `' ."' , ,�' / 4 ' .f 1 IF 10"IN(5)=261.74' 2 5/8"1R W/RED PLASTIC CAP"KPFF CONTROL" 132390.80 322260.98 258.35' ▪/�' • 4't,"*. +, / ,F : 1 r ' ` /r/ J /' r� i -'''Y 1D CATCH BASIN Fulewmiuma4 / / 'p� • ® F / ^ O 28 CATCH BASIN(SUMP TYPE) IE B"IN[W)=26174' / f i r rt i I e` .� a` - % /f yam, / ," i f' rr rr RIM=279.84' RIM=285.39' 3 5 8"1R W RED PLASTIC CAP"KPFF CONTROL" 132566.01 322071.44 271.99' ..../C` a, E // -/ / / / • [ I IE 10"OUT(NI=Z61.64' / / 907 5W Stark Street Portland �R 97205 USA ro f a/1.4 ` ,"' t' \ ! i +/ f /f f 1 / 'r /� / ��£' IE 4°OUT NE =279.11' WATER LEVEL=283,75' w, ,"'?' - ' x` ^. J ,/ J r / 4 1-1/8"BRASS CAP"KPFF CONTROL" 132899.77 32177079 279.46' tel 503 226 6950 fax 503 273 9192 - J / .. ..\ '.''1`r,/' : . -' / + /d / :r i "! ter." •✓' F 46 CATCH BASIN(SUMP TYPE) www dawa-ibi rou com www.ibi rcu cam ,q;-7$ _ , j f. q,'% ` , f f' r r ../....." .�`r "-3 11 CATCH BASIN(SUMP TYPE) Z9 CATCH BASIN(SUMP TYPE) RIM=266.38` 9 P- 9 P• {GJ , / 1 f ,,t\ •,•T.S?+ . -^• 4�•- \\ 1".'. �s n// / / j �/" "./ // /' / • / , � LI RIM=280,04' RIM=285.29' WATER LEVEL=265.48' 5 MAG NAIL W/WASHER"KPFF CONTROL' 13296806 321577.38 285.84' © / I i gI"" . ;' °i: x Z r., /` / -_ :/ J ! L--. WATER LEVEL=278.90' WATER LEVEL=284.14' -,-- ..g::GL....__ ••.•., *. / s /.'S{�i `\4 1?T+� '-.�•.,: " // / i ` / / /+ 1/ °' _/ , 6 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132848.99 321444.77 294.64' E7 ` _ ,;, ,� q ,n y, ��ni.\ / r �f r , - 47 CATCH BASIN(SUMP TYPE) * A. , `0711 �% x.� `wl 'ni^-,! :, � 'ti s �s.-t' s � � ,".r` f I f'` -', I - / /`' •1S /r 12 CATCH BASIN 3p CATCH BASIN(SUMP TYPE) RIM=265,97' - ------------ • ,--,•_„•y,_ -,, ="�"E .Ig,. .`ice:. 'ja, F �/ 1- 0 ' ! f r� ` / F;` =280.14' RIM=284.95' WATER LEVEL=265-2T 7 1-1/8"BRASS CAP"KPFF CONTROL" 132647.74 321368.51 298.0'7 - • >u r` 1.1 8"BRASS CAP"KPFF CONTROL" 132441.79 ' ... z 1 / : / / - RIM - r p +K, 1,,,,A: t 'f " / i r «) // / E 4"OUT ESW2=279,44 WATER LEVEL=28375' 8 / 321457.b9 28632 \ ° S r ry ` "' s / i 1 { I 48 CATCH BASIN{5 1M P TYPE) ,i �% © t " s, / r i� ,g:14-:, �m t I 31 CATCH BASIN O RIM.265,94' .• f m,u .'_�. }- S .: -'""'":,® --�' `" ' '` 1 ! f i.' 'J 9 5 8"IR W RED PLASTIC CAP"KPFF CONTROL" 131972.32 322216.44 24755' S, F i\ - - = t ',f i !' a; 13 CATCH BASIN RIM=293.29`- WATERLEVEL=265.28' / / / / � , �� / F 'f(.'4p :`}`:r'' • / / `,. � ..:: tit / �Vvl' [SMI a, k-, • ! o. / / ;. //; ; .t` r / F / /, --. R!M 260.15' IE 12" N{NE) 290.39' 10 5 8"1R W RED PLASTIC CAP"KPFF CONTROL" 131963.84 321947.02 25755' ��(>Ea P ROFFS v,��' ,+-'b \ �` i r%i // ' rj 4r.r. /J : i . /- / . /' r • \ GYN 0 i Y / IE 4"IN NW -275.55' IE 12"OUT SE -290.09' / / Si • - ' - •r ' ( } [ I 49 CATCH BASIN SUMP TYPE 5 „...4 „r' '�` <; .�' _ ` _ r f ' r IE 4"OUT(SW)=279.45' RIM-260.10' I 1 �� \_ f r ▪' ' '5.. `.7\ a /- a 4'� s!, r - '-' / / r ?' // r i / 32 CATCH BASIN WATER LEVEL=258,60' 11 1.118"BRASS CAP"KPFF CONTROL" 132158.83 321844.45 267.14' • \ /, ' ./" ,.. �/ / - ` ''" Lf. �'. -sf °- ,gyp^/yr,i �',> +'ci ' i /' i,, /, f ../ 14 CATCH BASIN(SUMP TYPE) RIM-293.01' I \ "/ • O / i a• • f'�r // ,..,,,..,„•,:„t,.•, J % i i f` RIM=27454' IE 12"IN{NE)=290.51' S0 CATCH BASIN(SUMP TYPE) Y "' `'` i ��" i $<• , '� , / p!" '' ° f / / .! WATER LEVEL=273.35' IE 12"OUT(SW)=290.41' O RIM=258.54' ��- "'� } `\•/' j / �..,.� a '!'! ',n°"r°°"uwt°ro°°w° s. . �f f ! .r WATER LEVEL=256.94' .:---e------- RIM /l t • !-t �• .' *7::. " { j 1 I R /' r i' i /r J' !: '/'` 15 CATCH BASIN 33 CATCH BASIN iiU[ II 14�� Q / i(" / i `;r }. / / RIM= O RIM S1 CATCH E 1 1�7 ,� (li® / ,f �/ / / n ��. /r /` /r /' i+ ff'! i' / IE4"OUT[NE)=272.48' IE 12' IN(N)=290.79' O RIM=26070' ��rit71 ► �r ,,.> ® 4a / ' IE 12"OUT(5W)=290.69' FILLED WITH DEBRIS r .~ 1:e -";,. / �a�oaomruww i Y i p-'< %J jr,; / • . / / • ' / i, f / /` 16 CATCH BASIN ExPI ROOF.!ATE' W31/2019 /f, - i f •,r11 +r rr' •1< / /� , / 1' ,- / RIM=273,80' 34 CATCH BASIN O ,.. i . ..--) / y FULL OF DEBRIS S2 CATCH BASIN(SUMP TYPE) �' sRIM RIM=260.78' '� \' r ` ,. /+ `'" / IE 12"OUT(S)=296.96' ! T HUED WITH DEBRIS t• s ! / / : R tp�� 0 RIM=274 o3' CURVE TABLE t / !, , / 4 i •` , - f f ' f / . • 17 CATCH BASIN CURVE# LENGTH RADIUS DELTA CHARD CHORD GEARING .`�rw / -'� • '. �/s . ` I % 'r '-15,x„ ,/".- ` f �, 35 CATCH BASIN 53 STORM MANHOLE + "e \ • t / _/ J - I / r r� FULL OF DEBRIS ' %/ s x - 4.' / `• - x- ! f i' -+ c; f , ,/' �. _i`r / }i f. r' ! r1 f/ �, :,4 RIM=301.43' RIM=24093' x< , wrM 1 /, �- fQ .- / • _ •••. _;,--...„.•;.-.4.-„ ,..- . -'� ---._ .,,� t • f/ r f� h IE 12"OUT(E)=299.33' IE 12"IN(N)=238.53' Cl 47.77 502.46 05'26'51" 47.75 N 02°08'40"W ` ", \a ` J J ' / �` / 1 i / 18 CATCH BASIN(SUMP TYPE) IE 12"OUT(E)=238.23' • • a r / , ' RIM=274,32' C2 72.78 45.00 92'40'19" 65.11 579'19'53"E 5 .w r ' ',f ` % , �f f' f /; '. �, Q" 36 CATCH • / _/ r �,� WATER LEVEL=273.17 RIM`,o .j **; , • `.:L 00 ,.•xl i .dn. "''.: / l • ./ /' i 1 54 CATCH BASIN -fl //M1 ' ae •. r �/' !^- ,�, • \ ma "^ £r�� .+("�.y, f f / /r �" / !l / STRUCTURE CLOGGED O RIM=260,78' C3 9.29 16.00 33'16'23" 9.16 570'58'09'W 0 0 /// { r:' r •• , ' •:.. f kid" •.``� 'r.`'/i//i ' ,�. /' / /' / `/. / WATER LEVEL=259.55' C4 48.97 1183.91 02 22 11 0.8.96 588 47 26 W 1. COw.I '.,i.'..."- ' t \ `i7 - / i SANITARY TABLE. r� / � '�; / ?-' Y/✓r rtl"�, ,,.'▪./'-/,fi i s ' J ji 1 .4 " #/rrr (,, j / /I/r'f f rir/' // f� 7 ' fr // / /r L 1 •• ° / ( 1} SANITARY MANHOLE ( 6 ) SANITARY MANHOLE 11 SANITARY MANHOLE LEGEND' • ."A" ,f ;� 4- ,,.�. > .} - mss, rw r /A / ,, //` �. / i / / fi , ! ,�;;. `--r RIM=255.92_ `/ LOCATION PER A5-BUILT RIM=304.56'- ' '/ • °',k,: / / / / ., `,, ,1'\ ,r.4/ ., ' IE 249.67' 54"IN{NW)-297.76' ,r'"\ 1 �,�'•:`. ° I.. i>, •.. // ",*�i;:'• ''� r. xow 0" ' i. /` / / / ` \ O rir"1/sr//..�t.+-,�I/l///i/:•'J BUILDSNGDUT'LINEWiTH DDDR �` e:.1'...•, 0 i J/ ! it M „ IE 8"OUT(E)=249,62' 7 SANITARY MANHOLE 1E 8"OUT(S►=297.51' `�` Y..... . . r,J, • `! f/ ! \ ' ,�' 1 RIM=287.65 ,•.. .,. • I CONCRETE SURFACE �., ti- • ,• - � .,_..M- ..._.--....---7 -�: // /F i ) \ "^- It: ., IE "IN(NW),281.35' 12 SANITARY MANHOLE x,,...... l ..+ .:• /i ` ''` ......��. ./�a. //', Ij",,. O RIM�256.58'NHOLE IE B" I " I ASPHALT SURFACE • :.,?;�. ...•* ...:-.. «, r '" / r •• / - ._.'' i' r/.Y / I # ...•.� iN(N)=281.35' RIM=30054' • / '� -^� • / I - IE 8"IN250 93 IE 8 OUT281 15 1E r.... .v.r... .... ,v. .,.. ,,=. .. , 4 •-":„.",/,'J • e. ':.'- / � .,' ,. �''''�.-- • -....._ / / f/ I I 1 /1 j: {SW}= (SE)_ 8"IN{5)=291.04' WALL ;t s • • r- / / /:... .." {r / / / / r \'' E8"IN{W}=250.8$' !E8"OUT(N1=290.84' - - U _ •' x /j•'� '' i r„/ - -y. / /, //, / • i I ' [ i s ,t, \ IE 8"OUT(NE)=250.53' O$ SANITARY MANHOLE BUILDING OVERHANG _ wv 1 • • a �/r f/ / . .- r O ; z I RIM=294.02' 13 SANRARYMANHOL CURB LINE •L / / ,// .,,,,. r,�, /7/7 e .'" i i . t 3 SANITARY MANHOLE IE 8 !N(W)=285.42' RIM=305.10' • / /F - .{ /^ ,•• f I _/ ' 1' I f i O EDGE OF ASPHALT O ^ f / /,/ / //Y- / -#g , I RIM=262.57' IE 8"IN(N)=285.52' €E 8"IN{W)=297.80' L, t . .....•.r f/i / �v^ / / ' _� I l 'I. IE 8"IN(W)=257.57 IE B"OUT(5)=28532' fE 8"OUT(N)=297.50` RIGHT-OF-WAY LINE - `r'/ 1 -'-' ,/A l /' / / r - i ( IIE8"OUT(E)=257.27' O Q -�• / J 1 i LOT LINE •?r• �,/ /r,rfff/ // // / /% f' // • - 9 SANITARY MANHOLE 14 SANITARY MAN HOLE J •///,,i i`/// / �.-•'' �• / ✓' �� / / 1 f j • 7 ! I ", O SANITARY MANHOLE O RIM=293.90 O RIM=266.85 PROPERTY LINE ///fi ./ / /' / / 1/I/, `} r i Lrx, RIM=270.76' IE 8"IN(N)=286.00' IE 8"IN(W)=262.95' ,4 /./ r;.-, j -/ / /,. I j } r! ! IE8"IN{SW}=266.55' IE8' OUT(5)=285.99' fE8"OUT(E)=262.60' ---'‘,./\/\.",.."1/4/N".,.".".."... HEDGE LINE CO O P. �� /J/•",} / /'£ / /•/ / / 't } _:_f ilr f1 L°f° IE 8"IN{W)=265.96' T TELECOMMUNICATIONS LINE ■ ,// / ( �' / // O �/ I j` i { { ! I IE 8"IN(NW)=265.96' 10 SANITARY MANHOLE 1S SANITARY MANHOLE O N c O o 50 STORM LINE / /� / / f`' /` /' 1 • 1 i • �' �" IE8"OU7[EJ=265.76' RIM=30234' RIM=286.19' CV 1 /J////, � / r /' / / ! r• ! f 11 • s i • ¢ IE IN(W)=293.24' IE4"IN{NW)=277.19' 55 SANITARY SEWER LINE rurm� r- • �' / ;•' , \ - �/ i i f f /_ i f 7 / %' 7 f O SANITARY MANHOLE IE 8"IN(N)=293.24' IE 4"IN(W)=277,19' yy WATER LINE CU V co f / ! /F ✓ ! i } t RIM=271.61' IE 8"OUT(5)=293.14' 1E8"OUT(E)=276.99' ,m4 f// /`. ' / / / ! it i / ,s. IE8"IN{W)=267.61' G GAS LINE /t' / .:,.W� ^�.'"" / i/ / i', i j j I;' i' /• ` ! IE8"OUT(NE)=267.21` O / f l %' /r /, / r ) /. ` I I ! I• OHU OVERHEAD UTILITY UNE CD TO / i J //, co / / / ffrj 1 it �` 'I I v CHAIN LINE FENCE 1i/ I 'd" 'fi I,ll� /I os - / r I i l''' ! a i. : v WOOD FENCE Q) CLS� t '\ l , /J// 1 t ( • j t )'' / WROUGHT IRON FENCE ~ --4.7'.'1.C.'' ^'7 / r • r , ♦ / !01 I e�. [ ] UNDERGROUND LINE PER AS-GUILTS Tts um-- s. f/r fr Fi. _� / i I f - j * ,I • .. 10- ,, 0` --n-- SIGN ti ". r /� .a i / / _ `� ;'+ f I I _ �t, �t-,r%+ t u -,- DOUBLE POST SIGN C7 I` E•' F r- �, / 3 a f,' r' {," j .. _ I l :,t _ I 3 BOLLARD 0 1 i riFr /' ! - 3 1 r • • • /l / ri `�-. i / FP FLAG POLE ♦) I Cc6 � . so" j ! r / / f "s I • // / +/ 01W DRIVEWAY ENTRY (/) T T t 1 ' / / < -t ys L _ _ f r \• � 5 T t HCR HANDICAP RAMP �'• 1 . i f i/r it°' '„ 1, I s \ (/ I' i �..r _ BIKE RACK Ca C'r7 C� lI ( {I j/. r J+/ • :2 s r ; \H' r r' }} f Ta+w++eJp„^ / // �� .�.0 RD ROOF DRAIN V/ 0CD C3,I/ \�1 it II i ( i r � /y \ a1B ELECTRICALIUNCTION80X ) �� '�• F fr r'r' r� _ i� i , :� .. ��y��////fy////////�J��l 'rr f / ��• / fi .e \ E m ELECTRICAL METER +-'•1- - 1 • / EC ELECTRICAL CABINET �. .. N .; \ • ,' 4 `- F' .r' x // i' ` i / /I kl3ff EVLT ELECTRICAL VAULT ; l \ • / t % TRAN TRANSFORMER I \ \ .' i -J r �J% '\ 668 "a / F _ 1 f f { - r''1 -f' j .H « .' \ • :r `--;;;...',1=1;\ . _ ,✓ i i :c\ .c:.� 11,j' .6..1 < �� ?,: '� �� 3 , _ I. ,\"% • GUY ANCHOR i 1 ; •'l P ti'(1:J ti' �> i \ ::-..1' ;!"f��t. •r','\� \ \1-";4::\''''...'1-.... ,. Irw j`,...,.'LS' /. .� :/r ..>r\ !' y'";y� �_.i .. ' -- 1� , LUMINAIRE •r ,.'. / .. / L • . . ti r \ 1\ti 4 t, / \ F / I . a' d ,r: - <,. POWER POLE 1 1• 1 f \ r 'c r: 'i�f \� 1 i !I /�# \: // e �. r t f PI W1=10.a m.d { I ■ - rarmi ,ra Ley = pr9 �s q. Lai V' ,mi 1O`� <"� �°,� o. j ,w, � OVERHEAR LIGHT �` `'li_v " * 7CF-� POWER POLE/OVERHEAD UGHT 1115o�EIhhEAVOe�,;>� 25D0 y� V I G 0 GAS METER O:503.227.3251 F:503.274.4681 GV GAS VALVE www.koff.com Ql'c.-1. I S SANITARY MANHOLE "' D STORM MANHOLE U` ■ CATCH BASIN/AREA DRAIN In CATCH BASIN(WATER QUALITY) 0 a mw AREA DRAIN x u_i CO SANITARY/STORM CLEAN OUT F-.- O O SANITARY/STORM STRUCTURES CV C'7 TELVLT TELECOMMUNICATIONS VAULT CD TR TELECOMMUNICATIONS RISER key plan 0 RQ WATER VALVE 0.. QW E WATER METER phase BID& PERMIT SET U a a FIRE DEPARTMENT CONNECT O © WATER MANHOLE 0WVLT WATER VAULT U �E date February 9, 2018 DRINKING FOUNTAIN HOSE BIB revisions 1cv CONTROLIRRIGATION= VALVE UV UNKNOWN UTILITY VALVE I- Z x`° DECIDUOUS TREE UJ -PERIMETER REPRESENTS()HIPLINE I J -PERIMETER REPRESENTS DRFPL€NE ` ; : CONIFEROUS TR EE LL1 SHRUB 0 fi MONUMENT I- LLI PROJECT CONTROL POINT J a. w project# 16054 1 N EXISTING CONDITIONS Ch PLAN a° II. 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I I I fi :: = I ” w 1,:,.° Kms' ¢ y,•;�` / , � , Q O I I Q I I I I I I I I I _ _ (r-!.. \NI I I I CO CD k e y plan SHEET LEGEND x PROTECTION KEY NOTES 0. DEMOLITION KEY NOTES SHEET NOTES phase BID & PERMIT SET U Q — — PROPERTY LINE 40 PROTECT CURB AND SIDEWALK. 20 SAWCUT LINE 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM O 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 o OFFSET FOR CLARITY) AS REQUIRED IN THE SPECIFICATIONS. UNDERMINING, WASHOUT AND OTHER HAZARDS. CC — — — — — — SAWCUT LINE 42 PROTECT UNDERGROUND UTILITIES. 22 REMOVE CONCRETE SIDEWALK revisions3. 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. 1— .//////////i///i//// . REMOVE OR ABANDON UTILITY LINE IN COORDINATE WITH PROJECT PHASING. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD W PLACE 44 PROTECT EXISTING GENERATOR AND TRANSFORMER. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR 111E DURING THE DEMOIJTION PERIOD, AND DURING g Q� 24 REMOVE BALL FIELD & EQUIPMENT PROCUREMENT AND COMPLETION OF THE WORK SHALL BE TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET J 1lT\1 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 1�1 25 REMOVE CONCRETE DRIVEWAY. DEMOLITION. CLEAN. ' EXISTING GRADE CONTOUR 46 SALVAGE EXISTING PORTABLE TO OWNER Z 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 1I— DEMOUTION/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. -J IN CONTRACT. SEE SHEET NOTE 11. 27 REMOVE PARKING STRIPING AND STOPS. MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS 48 PROTECT EXISTING PLAY STRUCTURE. RESPONSIBLE FOR COORDINATING AND PAYING FOR THE 11. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME w 28 REMOVE CATCH BASIN REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED FRAMES AND AREAS OF WORK. project# 16054 i— OR REMOVED MONUMENTS. r+ 29 REMOVE PLANTER BOXES. N6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE DEMOLITION PLAN 0 30 REMOVE FENCE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL QcS EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, 31 REMOVE CONCRETE STRUCTURE STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR N� SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS C) 32 REMOVE UNDERGROUND PIPE DETENTION SYSTEM COORDINATE TO ORIGINAL CONDITION. « WITH PROJECT PHASING. C I • 0 ooV 33 REMOVE UNDERGROUND UTILITIES AND ASSOCIATED MANHOLES. SCALE 1 INCH =40 FEET IMINEmioli Nui 34 REMOVE EXISTING SPORTS FENCING AND ASSOCIATED PLAY tit) ccn� STRUCTURES. — 40 0 40 80 4\1,2, • ' /♦ �\ `� z'` W, FUTURE WORK FOR REFERENCE/ '-':''''.4-\::::::::::i" j f -� INTERSECTION NOT IN CONTRACT -�-. �' / • �. ▪ 93. '� .µ `ro c° 73+67,42 (ROAD C) \K\ ',.:(.'1.':;\.t. •?.•!,5: .1'''''- :.:,,, :,,E,.(,.-,,-,i'''' • (#.694"....''. 1 imy is ''':•i•,„''' ,,,`.•-•,. 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" P0:503.227.3251 1 7 M,,; ..... ."'. ,� �._,,, td -,, r:,'';' • F:503.274.4681 'r`� .• \\ �j"i;\\ :::::,;..,„••.:-..,/r • ,♦ j \ //,\�,r✓,,\\ , r!�,\\ .:� „\ti ,''..- • .:��- �e• ,,..\' \ - '.- � ,_' ;. www.knK,rom I , % e. y\ ,, /:-;w- ✓.3 '\ `�,e \'^ 1�, :.rte :•:\ �_ .. ; -E.'",:, .4••: •V1 / V - +* ■eew i■■A■� ,5■,,,,r a iW r y55e - .�..... ".„ / �..„"." : „,` i : ffi w�.kGr 'e 0 1 I I c.o I I I I I I I I I 1 NI- CV r 1 I i 1 CO key plan f:1- ROAD A ROAD B ROAD C U NUMBER LENGTH RADIUS L]NEICHORDDIRECTION NUMBER LENGTH RADIUS LINEICHORDDIRECTION NUMBER LENGTH RADIUS LINEICHORDDIRECTION SHEET LEGEND SHEET NOTES phase 1310& I'ERMITSET J 00 L1 58.500 589' 42' 05.60"E C10 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 CO.2 FOR PROJECT CONTROL POINTS. v C11 29.122 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 tl7 �" LANDSCAPE PLANS GRID INFORMATION. C12 28.213 50.000 N16' 27' 48,99"E L30 10.916 SO' 17' 55.88"W reVISE0r1S 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. Q C13 33.855 60.000 N16' 27' 46.99"E L31 27.033 S89' 42' 05.46"E STANDARD ASPHALT 1 PAVEMENT - HEAVY DUTY L6.0 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA W C14 5.615 42.000 N86' 28' 06.00"E L32 236,904 NO' 1T 54.54"E PAVING LAYOUT INFORMA11ON. 2 W C15 13.455 113.000 N86' 02' 57.60"E 6. SEE ARCHITECTURAL DRAW NGS FOR ALL PHASING TIME j :,>',} STANDARD ASPHALT 1 FRAMES AND AREAS OF WORK. Li0 294.362 S89' 34' 37.03"W PAVEMENT - LIGHT DUTY L6'� 0 I- L11 101.984 N27' 30' 38,82"W - - Cl_ LJJ L12 141.347 N0' 17' 54.40"E STORMWATER FACILITY L53 L13 32.628 N32' 37' 39.57"E project# 16054 2 m L14 36.896 NO' 17' 54.44"E • � PAVINGVEHICU�R CONCRETE 1.6.0 SITE PLAN - OVERALL L15 209.623 NO' 17' 54.40"E <,-- - - - -- ---- - •,--co L15 143.713 S89' 42' 05.91"E EASEMENT EMERGENCY LIVEHICLE NE NQ �c� L17 53.447 N82' 38' 17.90"E HAMMERHEAD o V L18 84.366 N89' 27' 37.30'E C2 • oof CONTROL POINT COORDINATE, SEE TABLE ON SCALE i INCH =ao FEET o z L19 173.311 589' 46' 13.30"E SHEET C2.0 cm 40 0 40 80 SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, 4\I UNLESS NOTED OTHERWISE. 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, CURB LOCATION IS EVENLY OFFSET FROM ROADWAY n. n CENTERLINE. SEE SHEET 02.0 FOR ROADWAY ALIGNMENT fl°. ....\‘\\\\\41 / PLAN. . infli 11111 26 ''‘.4,.:44.'-' • , ; . \ J 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND�\ •# ® �. - _ . �...__ ..__ - - - - - INFORMATION. t I m v - 4' - - 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. ,q F T .,-�- / I I Imo.': - _- - ; r,t i •,'i i .Cry l ! 'r.,R�. .. .\-.- - O Y• 6 -.2 - 'H ,11 6...- (71 \,_--, • 21 _ • ..,� ...... .®. �• fir. �-.... ` �1 -- 73+d0 74+00 74+34.C2 `� !. -. �.. - 72f0O � I - -v - -�, _ > > 5. REFER PAVINGTO LA LAYOUTSCAPE PLANS INFORMATION. FOR SIDEWALKS AND PLAZA -E,,,� 16 20 M j YP I 16 2d 7 DO © ,,,.,.:•,`t" 71+00 III; i 0 21 I 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME ° I - • .-\\\----\.i.:\,1411\7,. - FRAMES AND AREAS OF WORK. II 1 ✓ IN n !1 RE£ i10 R ✓" Ir -,7-=:--7,-7,- 25 --- \ \ ♦-------- -- --~ss N x KEYNOTESlitta L__-_1 jj �` r` r= •"` / / \\\\\\\\\\\\\\\\\\\\\\\• ' \\\\ lik \\\\\\\\ �\\\\`\\ N,\\\.\\\\\\\\\\\\\\\\\\\\`s\\\\ ♦ I ,..-1. b, 1 CONSTRUCT STANDARD CURB 3 ,' '- � • "' 4 -i 2 '�r -f `25 /.! 6 . , \ , ----�F I^ �.,i�- ;`�� C6.0 t' •- __ 12 • r•-1 �•' ' t4 R10' I m \ 1 !r '`� `� • _ �l� 2 DIRECTIONAL ARROWS L6.0 Dull Olson Weekes- IBI Group • J' \ t'} 18 • a , ^ ♦ Architects, Inc. -, d�� 3 4' THICK WHITE DASHED STRIPE / (8) STALLS 0 9x15.5' ]] 72' • ' \ ~ �� J 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED }✓ 1`; �'I' \ R �� OTHERWISE. 907 SW Stark Street Portend OR 97205 USA TYp © ;;N y I.:.\ \ •a i \ `, r Ar 6 a 1 tel 503 226 6950 fax 503 273 9192 R14' I \ \ { I ! com 5 LIGHT POLE - SEE ELECTRICAL PLANS. www dowa-i g p m www- ig p : € l .N o �\ - ', �'.-. . R10' �� R3 _ g y: \ \ 4......„ �' . + „ ;'I; 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) I rai• ®' 9 r` _ . , �® \ ,I°� �; 7 INSTALL "DROP-OFF' ZONE SIGN (SIGN POSTS SET BACK •+.• . - f• // FROM CURB MINIMUM 18-) Lb.L 1 . - 1 g1=1 \ II 4xL\. 8 INSTALL ADA PARKING STRIPING 7 12' 2'-- .84 -„• -;n ::.:a 1n .,.�.R:. L \ JAMES TFN,TP.�zr; r Ft4TA.,'..-010: k. He .. LE 0 p PROF ^ I TYP.....-� \ PRE-K/DISIRICT BUILDING �,ip\L- \cY. 6 --28' V , ® #' \ Ri3 \ ) r 9 SEE LANDSCAPE DRAWINGS FOR • ALL PLAY AREAS c' , W Nee �Dy x I _ r ii t' = O - --28' •--�` 10' N 16.5'" LII"Ile \ \\\ I ---_ \\' '. r.' LANDSCAPE, ANDATHLETIC FIELDS. 79701PF A �... t cc ' \, ` "c>P!`CONCRETL•3t:`€i' da 'f 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. i Q ♦ fib' \\\*' . \\�\\\\\ Nit t f 1 F I \ i s \_......./1 i I 12 FLUSH CURB Chu �� 6�� / I `. / tis ® / .- i 16 20 i ` v 16 20 . ;:.gyp +,I \ / i+'4, a. -f 00_0(1466.uou ,oqG! z 'r.\iI / _ • - ®_ . / \ ��. • !;` 13 MOUNTABLE CURBNARKI ® � 12 u Later -�-*.} r'{'+�� // ` J"/ a •,, 14 TYPICAL PARKING STALL STRIPING L U rt,n_, ,:: WJVaouf ® `,: _a. �+ .1,... .I :�~ - I 1 ''\ { . % Y R +,; / 15 TYPICAL COMPACT STALL STRIPING- - / I 12 � 14 } - .; 91 "" y \`\ ! '/ % :; ni 16 CROSSWALK STRIPINGCS.0 * R3 ' .,1 ..r - \ of r, eo ;% v` 17 CURB RAM , TYPE 1_ ..w.� 16 20 � •l I I '' V' P ��• s.�s m I Y' I \ ��k rr;{� ` /�� 18 :: :: :: : 16 • LE 0 • 50+ 85Q , ® __ 9 `•k�f • r'' 4 \�� /`x J 19 , C60 - _ ' 1 ® � P - - I - ' . �Q / �,k �c411f`�.... i ..\\\.\\.\\,,,,, .a • C6 0 ..��.� .� $ =� N 14 71�P: m �� o- F t •' h ` �r ' ' J - \\ 20 8 WIDE CONCRETE CROSSWALK PANEL. 26 .^° ♦-4- ,.i••r 3 �+- 14 • a 21 RED PAINTED CURB FOR FIRE LANE a x S . z cc' Ch1_ I,. ��/ `/ 11- e t\ r V L6.L .��;►�, ti I , �� ' >, � ^j',� 22 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING \, ..... • 1•' 34 J cn r7 0 _ E ,v71/• ;ill y�"M \1' r' g I ��' \ i•^ C : ,i' R35' I r Z, ... � r� ,> + . i`+ 23 BIKE w PARKING RACK SEE LANDSCAPE PLANS I !_. ® I o af, ; •-. '� 7;}` ;` /4 + 24 ACCESSIBLE PASSENGER LOADING ZONE AREA C6.2 60 �+ , : 17 _ TYP ;a L �. �� /• 25 INSTALL DO NOT ENTER SIGN 7 f N � U I'•••-• 1. I •.a.. ..� (...•{iia-:a' _ f t . �'n fFi .. C7 ' 32III rt 14 31 / .? I...., 'X.,:L..;* ` '/ 26 TRANSITION EX AC TO NEW AC PAVING 10 ► 13) \wS yr . - / , .'.: .:,,,4111 1 f 0 CO m 27 FUTURE AUTOMATIC CARD READER GATE - NIC 9' • I ;' `9El ►. .' "', I / 3 ma • 28 INSTALL "DISTRICT PARKING ONLY SIGN• L6,L V �� , , . , . 1 : -....•.,•,...▪....,....,,,,..../,;.. _ . ' Iii'' , '• I •'''' • ' g h ' ..- --,''.• is h, A _ =1: -..10. -- g • <` I • • , • 29 YELLOW PAINTED CURB FOR BUS LANE • in 30 SCHOOL MONUMENT SIG SEE ARCHITECTURAL PLANS LPNN �I SIGN, `a' R10': •N t .f ' 4 13' 3'-- ( i•T . , ' �• ■ EC • `£� Y iJf \ •\ 1-s nrcr c� a ? N is�3i!asa // / ......• 07 31 EXISTING PRE-K DISTRICT . , , _, _ 0 - 0 _. - \ ` 4 .. - COORDINATE NEW WORK AROUND E CDC i� _ w 47) �` i, .'. --- -�- ,. `' i 14,,M,., •••" • -�s .• . : \ \ + I� BUILDING WITH TTSD OPERATIONS. (]1 a I F ,'-t.. , /\ \ // FUTURE WORK SHOWN FOR � � ( �. • 21 - -o } 4.5' �� , ( _ J \\ \V / / • REFERENCE, NOT IN CONTRACT a ° • 1 32 INSTALL PEDESTRIAN CROSSING SIGN 13' 26' E 131 a R24 ® 4: . .1 • - i Is .... \ \ . ,I �-� s : m .. , _. ,-... i,..1.,. . . co \ + ..: x, R70 ` \ w= .-+ _ '!, _ SHEET LEGEND + , Y ` ,!' X SQs ! i C• 1 3 t ac. I f' iii \ .' < - - , :,•:•. ®co . • R1D I " � f is \ \\ f'iA PROPERTY LINE _ o ti •M �� $� i - E, Via, :: grli '1 \ \ ; I CONCRETE SIDEWALK. SEE �+ 1 c • m +r�'�l.,S �� ti ' s• 'i t \\ \ ♦ la LANDSCAPE PLANS , .+� �47 ► iit `< STUDENT - � ' ! „�. ..�1. . \ \\ �. I�� "' v M 464be�.�� , t _ :DROP OFF � + -� .. t�. , �' . . 1,,. I 16 :1 :j+c. - / / • !• _; i • • 20 I• .. 6 \ ' i, �, STANDARD ASPHALT 1 Cr) s. .:.. - .... ^. •_-•'•- s.� _.�.....:• \ �\ , • x- i o PAVEMENT - HEAVY DUTY ut) CD CD s ,�, .. - ' .1 g- .. fir,...Y, \ f �,, '� r a R62' O -12.71 ■ it - . ° • \ R 1i '/ PAVEMENT -SLIGHT DUTY LS.0 _,: a #<. a1` PHALT , L • I `a` e.: ., k ' 'i i 1<pff • ,. ,, I7 I ra--IJ1 ;a` •' • l y 4 II ,.' 1 ,` •� STORAdWATER FACILITYI .I 3., 66+23.90 RT 12.00' _ + ' ChsO . BEGIN WHITE CURB y 3 ' t i ' t'1 ` "I R CONCRETE2 21....L • • ' s =• .- .11""•';" PAVING L5 0 111 sw Fifth Ave.,suite 2500 IR ,. 27 l MATCHLINE SEE SHEET C2.2 OUTDOOR;E 11 { Portland,OR 97264 O:503-227.3251 --- °i;.. tx:....: F:563,274.a581 - - - - -- - EASEMENT UNE + car EMERGENCY VEHICLE 0 CONTROL POINT COORDINATE TABLE HAMMERHEAD • ^ '. O CONTROL POINT COORDINATE, SEE TABLE ON • a SHEET C2.0 . LLj POINT # NORTHING EAST1NG - - I_ cn P6 132067.94 321734.68 0 ti C,)N P7 132094.64 321742.57 I to I P8 132122.12 321760.16 key plan 2 P9 132154.16 321769.63 d O P13 132191.06 321769.82 phase BID& PERMIT SET ca.) P14 132241.59 321770.08 I 8 P15 132400.68 321770.91 date! February 9, 2018 U P16 132400.01 321899.27 Ci? � fBVIS10118 P17 132399.93 321914.62 CC Q P18 132400.27 321920.22 I W P19 132407.12 321973.23 I W P20 132408.05 321986.64 I I 4 P21 132408.84 322071.01 Z I I O P22 132408.43 322174.26 I W J P23 132126.30 321860.85 I P24 132163.11 321898.04 project# 16054 17 I P30 132126.44 321833.81 SITE PLAN Q- cO ED- CV,- Q 60- LE 1rib LE 1 INCH=20 FEET . C21 �U co-r- .--. Li_ - MI I• N w 20 0 20 40 to-)__I - - ---- ---- C\ LT_ SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, 4\10 UNLESS NOTED OTHERWISE. . 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED„ n I CURB LOCATION IS EVENLY OFFSET FROM ROADWAY CENTERLINE. SEE SHEET C2.0 FOR ROADWAY AUGNMENT PLAN. NI N ""' 2 z"" 7 • Vii"""? 4 ' / I 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND MATCHLINESEE SHEET C2 1 . - INFORMATION. ® ti,:ti • WTOOOR .Y._...I.... .1 / 1 i • Al' '1 u PLAZA F : 1 E.• '1 / 1 t 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. TRANSFORMER a+�- .� f / �// r. 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA 6_. i• li FIELD PAD CORNER J PAVING LAYOUT INFORMATION. 12' 2'--1� 12 _:a ;"�"- _.,:,:4_,1111:1,,:i. ry i� i;T`"_` {' j _"w.-.._.. _ 1 ` [I F71 N 132056.80 f w J • § E 322227.11 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME GA. TEMPLETON ELEMENTARY SCHOOL , -,;; FRAMES AND AREAS OF WORK. u 1 t?.®._+ % 11.4,:.:3 9 ® 6 .W1' TRASN do I I• ''' i____ 771-- -,-,---.11-'7i:.% : z. X KEYNOTES ea 1 B I , ,mo � I � I i / RECYCLING11‘ 3 41 1 CONSTRUCT STANDARD CURB C6.0 p6 4%0'44*.�` I OU s .., 2 DIRECTIONAL ARROWS 0 Dull Olson Weekes- IBI Group 65+65.62 RT 12.00' � ,� a PLAZA I",..M BEGIN WHITE CURB *,� E F �° Oµ4,€' u� I' l JYCij4. N- 3 4" THICK WHITE DASHED STRIPE Architects, Inc. I'$` 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED ...� - £' ' •.•.. , � ` � � OTHERWISE. 907 SW Stark Street Portland OR 97205 USA I 1 1 ...�I ^ - •t ..'. I ;4..:'. .. . tel 503 226 6950 fax 503 273 9192 • r .. r ~ + sr. www dowa-ibigrou rom www.ibi rou .com -''' '''''''''' '''''4,-47"lt"7,-,51 e FE, _..z...,., , • � 5 LIGHT POLE - SEE ELECTRICAL PLANS. P g a •I .L. A. he ''''.. �1... ~ �t •'` '» »' 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) 3 w III ;i I L13 Rig' 1 7 INSTALL "DROP-OFF" ZONE SIGN (SIGN POSTS SET BACK 4 • I 8' �N. `�:� 1 FROM CURB MINIMUM 16') Cb.z 12 ------12' . 8 INSTALL ADA PARKING STRIPING ©)7 0 PROF l''' ., `*4 • • .:' g --11 st.,iz is \ o t . s y 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY AREAS c„, c,I N F s/O,y C3 n -CV 65+11.89 RT 20.00 , , ` LANDSCAPE, AND ATHLETIC FIELDS. Q, f ''1 '- CV BEGIN PARALLEL PARKING �9zD1PE[ `� . . "` \ \ 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. �' ul • 1PI 12 TTT # : fi 4 • - 5 OREGON T ._ •` `E :t 0 0 0 9 12 FLUSH CURB co6. it; �� i..i..: ,0 1. YO toczy 1 000 ._ \ \I \ \ 9 13 MOUNTABLE CURB 4 91/1 KAIIK'ZI I © I • a I 9 "" �,= 21,:-.2-•;,•••-•-•::,._:4• • 14 TYPICAL PARKING STALL STRIPING41) I e�Rnnar DATE: •21 T...,: \l'i''''''.... i Q ��Q 13 15 TYPICAL COMPACT STALL STRIPING 0 I I \ _, .': .t ?«. ° 0 . PLAZA / 1. �\ 16CROSSWALK 8 ( R72' -R50 . --~t �i, _: r,; STRIPING [ •. L 4z.. - V 17 CURB RAMP, TYPE 1 15 -0 I Iir 1r-77--,---, : y-. T C6,0 ._...,, ,% ....�.., .7-__ -- : :< --4-;':4.;r:‘44,-% * 18 CURB RAMP, TYPE 2 c60 r _ , A µ "•...,,, 1i< ec ." t FIELD PAD CORNER Ili v, 19 CURB RAMP, TYPE 3 17 P :ElI 1 '¢ 6 N 131865.91 Z 20 8' WIDE CONCRETE CROSSWALK PANEL. �0 0 - I 1' 1 E 322211.75 1I R F I �`r I ;, _ „ . 3 "• . r V 21 RED PAINTED CURB FOR FIRE LANE (Al6 ' ,-s r [_��_ ' \ i I I ' • ! •j $ -- !t' 22 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING COVERED PLAY \ I ril I L-_ EMERGENCY . . . ��^ ` .,e a /•,":` .. .,..�.. v- f<� F" *„ i -_ :MOON :••� :►.r ;fid• F �'', / ' , i ! .y 'I I >,, `y VEHICLE ACCESS :", ' � � • d t f ¢ • 23 BIKE PARKING RACKS, SEE LANDSCAPE PLANS 64+01.68 RT 12.00' .. �>� r AISLE \ ,...., : I. i 1 I I ......... (SEE LANDSCAPE) .. ^\ S 6 18 '' BEGIN YELLOW CURB \ 24 ACCESSIBLE PASSENGER LOADING ZONE AREA A + \\ I 3 I I ry, < 29 C6.2 C6.0 r t frL_ v./ W _.• ..: Cb.. 1 ; i } 9 i:. 25 INSTALL "DO NOT ENTER' SIGN _.....:........:.... I 9 I I M , 0+46.18 RT 48.20' ,�� f i CURB 26 TRANSITION EX AC TO NEW AC PAVINGGD . : \\,,,,...,:s.::: END RED •; -.... »- - 1 I U■ .I ait '` .f END YELLOW CURB �`. r , 29 . Y ,y I 29 - 27 FUTURE AUTOMATIC CARD READER GATE - NIC 0 • \ 1 29 ° 6\1 OUTDOOR PLAY . _.._ k 77.8' "-., •. � Ay I: , - p,46' k:�r� - -' ,'<: �.,, . , �•,., 28 INSTALL "DISTRICT PARKING ONLY" SIGN ' i -� II I I / l 5 i w .. • i a,!+;1!! 1 2�.: 29. • ,..,i...,"'`;1-.- °x. i€ I 1 <: ;. �,` V) 0 -• 29 YELLOW PAINTED CURB FOR BUS LANE • • .'i _...:. ' .. 30 SCHOOL MONUMENT SIGN SEE ARCHITECTURAL PLANS CV � 6 •, € I 1 :..�..I 6 ® BUS �c FIRE MAINTENANCE _N<131789.43 "� O~s x-• Y i i \ .., ." TRUCK TURNAROUND . , ACCESS E 322244 76. - •v COORDINATE NEW WORK AROUND EXISTING PRE-K DISTRICT U j' , ...... : s a• L-= >-- ... Lam :: _ '' - - 31 BUILDING WITH TTSD OPERATIONS. EY_ e `" ., , ". .. �... f 4 s• 1. . 1' , _ f7 • ®►♦ 32 INSTALL PEDESTRIAN CROSSING SIGN � �� '' d�•), .-- '. ', ' -7 i : .. .. . . , \ . . R5D ,,, ,� � C6.2 U5 DROP OFF . . . . . 1 ® 0. . . -�- .4�,- s 11 1 0 .o I } l 29 + 0 63+00 . 29 H51+00 1 - 60,0 f ��' 1 .,,.. +: as C.0 _ - I 62+00 I I 1 -/ . 10 SHEET LEGEND w # 69.8' CO I N a f ,.- ?!lam: L 1 1 - R64' �' •--_..., PROPERTY LINEC \,iI J� i . I_ I � _ � a r--- ..`‘,...,,,,\11/„.--r' - t (7) STALLS 0 9'x18.5' , . (7) STALLS ® 9x18.5 9 1(5) Lo © i POND H Q a .,a.'. (7) STALLS 9'x1 B 5 63' 9 'I 63' 1` - CONCRETE SIDEWALK, SEE #, 9'x18.5' _ •L63 ' ' ' LANDSCAPE PLANS r x'# f♦ • cn 60+21.26 LT 12.00' L [7 M A Zi 1iY \ 14 14 r N 131776.69 .� \ BEGIN RED CURB I } i 14 E 322210.23 '�: � i. x ,: ,•'• .` - I I_ �� 4< 4 • - • •• • • STANDARD ASPHALT DUTY �O �O ~7 PAVEMENT HEAVY O f .,, i 3 \ i N 131762.52 • Q� coco ` r E 322244.35 I ` '\ \; '''.:::,.'N'll!" \�'•, T N AR A PHA T \�. ,�r .,,• \ � 'r' \�. �. _ SAD D 5 L 1 T r z:' \ \' , . .,. , - ...;-.0-,',.,:„. :. . ., ,. ,_.: .. .. :.. .. ... �.... \, • PAVEMENT LIGHT DUTY L6 0 ' ' ♦ ...4c.:, ...,'N...',,- , I lqjff \ /' ,\ i r:ii\ fi J \ / 1, \ .r ,� /+ - �'( \'\ ,f" \ i;• • ; \ / • fit;;;;";'.. I' 'L• r•,: .\ . ..,// \ \ ! i' f' I `'i \ € E \ ' ; \ j, • 'r ''1 it r { \ \ \' f ' \ f ' �% f \ : "r' it \' 4 _- - - - - - - - - � ' \! ... _ _ }•ice II STORMWATER FACILITY L6,3 ..�.�.��.� VEHICULAR CONCRETE ..�.�.........�...... PAVING C6.0 111 SW Portland,OR 972042500 0:503.227-3251 F:503.274.4681 --- - - - - - EASEMENT LINE www.kaff.tom EMERGENCY RHEAD VEHICLE , CONTROL POINT COORDINATE, SEE TABLE ON 00 v to SHEET 02.0 UI cn CONTROL POINT COORDINATE TABLE ..\. N C"7 POINT # NORTHING EASING key y p l a n O J P1 131782.31 322128.69 P2 131780.14 321834.34 phasel BID& PERMIT SET o P3 131808.12 321787.83 J �Q P4 131898.57 321740.73 date l February 9, 2018 2 P5 131926.60 321733.94 U revisions 1 ce H- z Lu m w J w o w _i a. w project# 16054 ti SITE PLAN d 0 6 CI- SCALE 1INCH=20 FEETC2 . 2 .„,. . _. CD-1 - 20 0 20 40 SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, 4\0- 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. - 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND 110 111.. imi __ - - _... ....__..MOM. .................,,,,r...,,,,r ,,,� % .. .�,.,r - - - - T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION I ...•: 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. - L N 132389.53 N. 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA I E 322371.62 `` PAVING LAYOUT INFORMATION. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME . .. `.. FRAMES AND AREAS OF WORK. ek, MAINTENANCE �" - 1.-.' �� ^~T \ - - \\ N 132372.00 r l - \ 1 s E 322427.72 f i.i `;`' ACCESS `�, i ' ./ ; tt //iPti I B f :�ti : / � ! a •• : X KEYNOTES N 132380.70 / ' 1 1 l 1 •.:,:,.:,.:._.....:,:...... E 322327.30 1 - -/ 10 ! / -UNU A F - -I , I / 1 CONSTRUCT STANDARD CURB I / 101 POND A 1 I ' 12 7 ' 2 DIRECTIONAL ARROWS c6 U Dull Olson Weekes-IBI Group i=1 - - 1 ' 1 - 4) / f l 1 ;":',.. Architects, Inc. I 1 = - 7J - I. - - - / - - = '. 3 4" THICK WHITE DASHED STRIPE 1 ; 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED ti ';', / / r J f' \ OTHERWISE. 907 SW Stark Street Portland OR 97205 USA - - . . . . . - .J.•- - - - - - - - - tel 503 226 6950 fax 503 273 9192 • r ° 5 LIGHT POLE - SEE ELECTRICAL PLANS. www.dowa-ibigroup.00m www.ibigroup corn I 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) y, wry \ r� . . � r 7 INSTALL "DROP-OFF' ZONE SIGN (SIGN POSTS SET BACK 4 `- ' v' . - . - . r FROM CURB MINIMUM 18') (:6.2 s ® € 8 INSTALL ADA PARKING STRIPING C6 U . N 132323.42 - 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY AREAS � ?xsLNE6,"SA, t e LANDSCAPE, AND ATHLETIC FIELDS. `� c E 322353.23 ....\ 10 STORMWATER FACILITY. SEE SHEET C4.X SERIES SHEETS. /'---' r-.. ,, N OREGON "^- 12 FLUSH CURB -i.:•-.,.".."•-"..1L,„:'• s" r A ill, fp 1001 ,kO KAYSTR C:URF.KIN:.A ' ij $ \ 13 MOUNTABLE CURB c6.0 9U(NARK�� M� ❑ \ ....__........_.__.._...-... ', 14 TYPICAL PARKING STALL STRIPING c6.o I EXPIRATION DATE: u/31/2019 / {1: 15 TYPICAL COMPACT STALL STRIPING C6U / - 4t.,4 1 4 • N 16 CROSSWALK STRIPING c�a UIFIELD PAD CORNER , e 17 CURB RAMP, TYPE 1 15 FIELD PAD CORNER � F- N 132269.61 / N 132268.61 I c6.0 1-L3E 322247.54C6.0 = /' / E 322447.54 I 'E 16 cn j ;•. j I 18 CURB RAMP, TYPE 2 w f I a 17 r I .;'I . ' 19 CURB RAMP, TYPE 3 w ul '. r, 1 k',.V41 ".:. r C6.0 10j9 . 20 8 WIDE CONCRETE CROSSWALK PANEL. D6 _' r. 21 RED PAINTED CURB FOR FIRE LANE .' i •- 22 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING �- 1\ - __ -- ••• • IMMINIMINIMIMI , , .N . 23 BIKE PARKING RACKS, SEE LANDSCAPE PLANS • i ...I gr I .� i t.., { L 24 ACCESSIBLE PASSENGER LOADING ZONE AREA 0 1 � ISil" / I l 25 INSTALL 'DO NOT ENTER" SIGN / ,f / 26 TRANSITION EX AC TO NEW AC PAVING 10 � NEW PLAY � E, �•. Lb.I) p C/) HELD -..""- M 27 FUTURE AUTOMATIC CARD READER GATE - NIC 0 28 INSTALL "DISTRICT PARKING ONLY" SIGN V ,' �/� 0 29 YELLOW PAINTED CURB FOR BUS LANE �/r RI 30 SCHOOL MONUMENT SIGN, SEE ARCHITECTURAL PLANS ti e' 31 COORDINATE NEW WORK AROUND EXISTING PRE-K DISTRICT �^ CZ U ;.' BUILDING WITHTESD OPERATIONS. ct V J ct �'' 32 INSTALL PEDESTRIAN CROSSING SIGN [6 2 = F cn cv co I-- SHEET LEGEND w co - - PROPERTY LINE = �-=-- CONCRETE SIDEWALK, SEE i CD CD LANDSCAPE PLANS Qi Cts (n 7- 9 ':: . - c*7 STANDARD ASPHALT 0 E `� - Cr) CO k PAVEMENT - HEAVY DULY ‘lip CMC) CD LO F.. }: ±` STANDARD ASPHALT Jo) ' - _. . 4 lq:Iff _ PAVEMENT LIGHT DUTY )6 HELD PAD CORNER ` ` -� STORMWATER FACILITY C63 N 132069.61 • a da E 322447.54 ., ;f a {- , ��+ VEHICULAR CONCRETE ligi F ` ��♦ PAVING 111 SW FIfthAye.,Suite 2500 MATCHLINEI SEE SHEET C2.4 ��+�� P0:503.o113251 O:503.227.3251 F:503.274.4681 - - - - - - EASEMENT LINE www.kofr.cam EMERGENCY VEHICLE HAMMERHEADQ CD ## CONTROL POINT COORDINATE, SEE TABLE ON CI.)«rrw ^, " fn w SHEET C2.0 1 �;`. c7) rill. r-2-- O co, CO key plan 2 phase BID& PERMIT SET -Li- 0 ) J 0 o date February 9, 2018 U revisions r cc 4 Z W 2 Lu J W Z 0 Lu J 0_ w project# 16054 NI- Q SITE PLAN 0 Q, ,c--- c6O 6N 6 SCALE C2 • 3 opU1 INCH=20 FEET O"- CV l 1• I --4 „, 20 0 20 40 l..� --.-• - ---._... - - SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, y 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. riff IIII/ MATCHLINE SEE SHEET C2.3 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND 11OUTES. t _di 5. REFERINFORMATO ON.LANDSCAPECO.01 PLANSADDITIFORNAL SIDEWALCONSTRKSCTION ANDNOPLAZA w I 4./ j% PAVINGSEESHEELAYOUTT INFORMAFORTION. NEW PLAY FIELD ---'-‘-:•;\*'' .\ F 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES AND AREAS OF WORK. I , FIELD PAD CORNER- f/ I i N 132008.71 E 322455.79 ./-' � B 1.1.1T---.,0$-:„„. X KEYNOTES 1 CONSTRUCT STANDARD CURB C6.0 Oa `�` 2 DIRECTIONAL ARROWS [12 Dull Olson Weekes-1BI Group ~� / 3 4" THICK WHITE DASHED STRIPE Architects, Inc. 9 / -. `. / ...f / 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED 01}1ERWSE, 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 / 5 LIGHT POLE - SEE ELECTRICAL PLANS. wwwdowe-ibigraup-cam www.ibigraup-com / 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) 7 INSTALL "DROP-OFF" ZONE SIGN (SIGN POSTS SET BACK ��. , // FROM CURS MINIMUM 18') C6.2 �'=;,"�`, li KT 8 INSTALL ADA PARKING STRIPING ��Rirp PRQF£� 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY AREAS y�5 G i ill �O LANDSCAPE, AND ATHLETIC FIELDS. ck �`797D1PE ,. :;,• 10 STORMWAT BR FACILITY, SEE SHEET C4.X SERIES SHEETS. ,4��----- N ,`, 12 FLUSH CURB OREL°. ♦ o 44, rt 1mi\ ♦ 13 MOUNTABLE CURB 4 til!NARK tt'l' C6.0 . ,..:'...'.. i \ 14 TYPICAL PARKING STALL STRIPING ex�RgflOi DATE. D13V2O - ♦ 15 TYPICAL COMPACT STALL STRIPING 13 • C6.0 16 CROSSWALK STRIPING C8 U U13` �`, / r.� :` , ♦ 17 CURB RAMP, TYPE 1 d 0 t1n /Lu f 18 CURB RAMP, TYPE 2 66 n \ \ T7 LLJ 19 CURB RAMP, TYPE 3 C6.0 w Z \ :�::f.. 20 8' IMDE CONCRETE CROSSWALK PANEL. LbQ X ° ) 21 RED PAINTED CURB FOR FIRE LANE C52 SL / 22 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING Li I 23 BIKE PARKING RACKS, SEE LANDSCAPE PLANS It / 24 ACCESSIBLE PASSENGER LOADING ZONE AREA C59 P--7 V �. 7 25 INSTALL "DO NOT ENTER" SIGN 431 C51 -- > , c;• I I _ 1 HELD PAD CORNER 1 /.;`.:.'> 1 '��,`'''% ., I 26 TRANSITION EX AC TO NEW AC PAVING 60 N 131815.21 / P,-,.:,.!/ "r' N 131803.9478 i E 322405.22 1 . 27 FUTURE AUTOMATIC CARD READER GATE - NIC Q `�-� E 322321.9364 r i ' 28 INSTALL "DISTRICT PARKING ONLY" SIGN 3 60;3' ! t'¢. tf rl, 29 YELLOW PAINTED CURB FOR BUS LANE co . • _ "ti'it 1 ':.:';',J -"'` - /J T i t ��. I: { i` :F EXISTING PED ACCESS 30 SCHOOL MONUMENT SIGN, SEE ARCHITECTURAL PLANS +a 1 Vie'"` , ,c—" — 31 COORDINATE NEW WORK AROUND EXISTING PRE-K DISTRICT .� ^�^w ._ q ��" ti �, w. ��+ ems. • ff , BUILDING WITH TTSD OPERATIONS. 41 Fr% CCC �'' , y - -=:,2, ,,,.,,;,,,Z .; `;;t ,'•'' ---" fes',./ :\,,.� 32 INSTALL PEDESTRIAN CROSSING SIGN C6.2 C - s's-�,-<. ,,-"`"•"M� -� - \� E C,� 9 ��. tH POND B t - - • ,4 f ,-' ,° r ` CD Ca ] �� . . ,;; �- N SHEET LEGEND w 0 10 - 1 4 ..0- /, ,�' c. — — PROPERTY LINE L� L O CD "cr 0 I --- '4l- n_, I 2 '. I LANDSCAPE PLANS SEE � TANDAR A PHALT E co N 131775.64 / PAVEMENT -SHEAVY DUTY �_ O �o �O _... . 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CONTOUR MAJOR 265.71 TC 265.30 265.78 ; \ 1i \ ♦ ! f 1' I Cr) 266.90 TC \ ° ` �1 \� ♦ FUTURE WORK SHO FOR c,�P I MINOR (FG) xr Tam'• �� 2 : .i f1� 2 ! 1•` I / '!''f REFERENCE, NOT IN CONTRACT I i /, 4C CONTOUR O I- 43 o d • 266.32 TC/TP r O . , +� I s fF. DOOR g I - I,`r I 50 CONTOUR MAJOR {FG) Q 111111Pj 266.23 TP � r i' 264.92 TC/TP i g i • l,/; ;I ''_" \X1`0 \ !ai/ / 41, ' A, A , .---"' : Cr) �-- �' 265.59 TC/TP 265.18 ` 265.38= -..:.'4,- '1N, .fir FFF=266.00 fly i' ✓ \ P :a. 1 ♦ I CATCH LINE >L.•. urs c� 266.11 TP ,,;.:265.00 TC/TP 1O Lr.,,.-- ' el,.--,. : 'I '' \ ;Ff w+ _C o 0 0 265.71/ 671 _ _ sr‘i1 _ ___. _ �''~ 3 €1 t\ \ ` 1. > s ♦ ♦ I �"' co• :._: .4 • • I '/ € � v 2.0xI FFE=266.00' '' r :t o A • i .,cel°: • • .'''. •�r' , ,i" / / I 1 lI f 1 r` / 17-iir-4 i / • I , I lig3Iff 1 ,- I ,�I f l �/' .- � ,2 ✓ \�O i �..` 1I 1 l „ / 1 / / / Z 1'� t «i: 1 265.00 , 255.12 �f ,-F FFE=266.00' 'C . n 7 ,,,.•• I f 't t fir. I I a. 5 • �, / .r • • 1 _... , •:.: 261 r 1 iii sw Firm Ave.,suite 2500 MI MIMI IMM �• �r x. to .. ww• i l11 �� I '''�• Portend,OR 97204 2ss ,� / :-�'' MATCHLINE SEE SHEET C3.2`'>. /� ,./. '' �` 0:503.227.3251 • :' / F:503.274.4681 �.rom.� D (NI co co CIVIL FF ELEV ARCH FF ELEV BLDG AREA k e y plan n_ 266.00 0=-0C' MAIN ENTRY LEVEL Q - Phase I BID 8t PERMIT SET U 263.50 -2'-6' LIBRARY & CLASSROOM O 261.25 -4'-9' CLASSROOM LEVEL o date February 9, 2018 0259.00 -T-O' GYM AND CLASSROOM 1 0 cn revisions Q 1- Z W LU LU O I- w J CI- w project# 16054 o GRADING PLAN d- o� 4-:C1- Iti_16 f SCALE t INCH=20 FEET C3 • 1 ..0 ,c,„ 1 ,,,,..., ,.,Li, CO 20 • 26 40 L • SHEET NOTES 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. r9 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ..i...i..i...:i...:0..,.... ,ii :.,.,.:1,,,,..:..lit ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES . . .,,.. (ADAAG). ... . . 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LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% r''''-''''' 'rnTh IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA M•O ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES }° IfIWOIREC DAA .,_ �M --.� 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME i 255 257 . ,, FRAMES AND AREAS OF WORK, r..� :e'.` / - ./ .... I 254---25:: ,... .\ ... — �.._K _ .. C] KEY NATES . ,\ �' 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM IIMIMMIII ; ` SSS?`� /.1.:•:*:::',. .-`" BUILDING. SEE LANDSCAPE DRAWINGS FOR GRADING AROUND �9 '• BUILDING. l t i 2 STRIP TOPSOIL AND PROVIDE EXCAVATION OR FILL AS I s_ 8,4' NEEDED TO ACHIEVE SUBGRADE ELEVATION, PROVIDE j ° ` y 249.50 TOP OF BERM ` ` STRUCTURAL FILL AS SPECIFIED UNDER BUILDING AND ` i .248.00 '-248.00 BOT �` if y PAVEMENTS. 01:1 ----W + • �` ` f 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED ~` �� •�'; -}: / GRADING IN LANDSCAPE & PLAZA AREAS. 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ALL ACCESSIBLE ROUTES SHALL COMPLY NTH CURRENT ADA W IIII 1 k I • MATCHLINE SEE SHEET C3.3 (ADAAG). . . mair/m. ., 7: .4•1 . I 4. SEE ARCHITECTURAL DRAWNGS FOR ALL PHASING TIME i , / , ' 4 I I FRAMES AND AREAS OF WORK. / 4 L IP...41 , _242.:I1 ..., . I DRIER . \ 4 s 4 • , ' i .! : 1 -,,,,,,,,,,,,,,,, I... .......:,„,„,— CD KEY NOTES ,.. I \ i % , . ;.; ,,\.'•---„, 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM 1111 / \I .1 / i ...", N.' ' BUILDING. SEE LANDSCAPE DRAWINGS FOR GRADING AROUND ...0•• . ./ BUILDING. ,..-,.. 1 1 .7 ,lk ... ...,4,,, , .... V, .. , \ ', : ' I i , 1" % f 2 STRIP TOPSOIL AND PROVIDE EXCAVATION OR FILL AS I / \ ' ' 1 „ ,....... S \ i .: , • : .• . " ' NEEDED TO ACHIEVE SUBGRADE ELEVATION, PROVIDE I B I , ,• STRUCTURAL FILL AS SPECIFIED UNDER BUILDING AND I . I 1 , ''- '' .,'lZ'f': -.-...'"--- PAVEMENTS. Ca I 1 !I ..- ))'*;-•--,„, 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED GRADING IN LANDSCAPE & PLAZA AREAS. 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ALIGN CATCH BASINS ALONG FACE OF CURB WHERE APPLICABLE. phaSe, BID& PERMIT SET UTILITY LABEL LEGEND STRUCTURE TYPE SHEET NOTES p CALLOUT DESCRIPTION I. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL o STRUCTURE LABEL AD AREA DRAIN TYPE 1 BE CONSTRUCTED PER DETAIL 13/C6,1. Date February 9, 2018 U CB CATCH BASIN Uy UTILITY TYPE (SD=STORM DRAINAGE) BWV BACKWATER VALVE revisions STRUCTURE TYPE CALLOUT COTG CLEANOUT TO GRADE 2. CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION AND CC INVERT ELEVATION AT PLUMBING POINT OF CONNECTIONS PRIOR Q —ID NUMBER (WHERE APPUCABLE) DI DITCH INLET TO CONSTRUCTION. PROVIDE TRANSITION FITTINGS AS REQUIRED, Z FCMH FLOW CONTROL MANHOLE w FD FOUNDATION DRAINAGE XX XX-XX 3. 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Jff I� ' - 6 tl 7 \. ;J S / \ �'• x ! 1 ;i °4 p1. 1 • •"� OUTFALL PROTECTION I \ I r _ •'' /� - I.��■ - SD I !/ lr' �� Irk F i ; /. 1 7 \ ! ,.l..a... { ..': 06.1 17 10 LF t �r.. ,�E. r� ...... .� \ ! ; r �` i r� 0.. . S=3.75% /I fry( .- ' ; :'. rf / I i i f . ,• I4 P ' DITCH INLET 46 •> � r r i 4 I #' • 1/` I r co /j'` ff?, i tom' t% I tj /r. -, +� / ca - fir Ig / j1 \ 1 ff I°' a'` y` . r ;il I f t FLOW CONTROL MANHOLE` .:, .,,♦ 677\1 5"""yS # I I .- ,.- ']. € ;IY'. r ;•. 1JIr ! I .I s e/J/` rn ' \ \ i IJ - N /, j } ' {' `il ,tir; i 1 ' r i jJ ! f �_. ED �_ u;'' ...,•,r >� \ .. , :n 14 LF 8"SD l • � II • `�' i t 8 BACKWATER VALVE i i l +o ` I: , 1 l __. O- 5:x.7576 -En. n ..f - .� *cwt / /te :�,r' I i M /' i t{ d /' A.'+ - Ch.3 "�/ f; IN / 1r . I•� , 1 .. :.:. .,..�.v .; ,•.,J.. _e:... _,....-... ........:..:... ... ...:. _..,..",.:.�,. .,-..... '; �'}........ . ,. .. ... .,-. .... ..... . :. .»: .:« +aoo...,;..... ...-.i. -12 LF � .fi .� 'i, 'i r' i 'a.\ f r , '- 11 LF - 6"SD.`, _ " S=10.37X. J t5•1- "r Ii f + w• • CUSTOM LANDSCAPE DRAIN. SEE LANDSCAPE PLANS i f /'" 19 LF 8 SD 18 LF 8 SD / '\ r rr':r t I // I rr' i;I f I , IQ 1' I : I. • r�. 5=5.00X 1 � � t r z % li i i i q. i •.` �\= _ . / .- i .:I, I ! I SD CB-14 '1fes. SD MH-8 _.5=3.7576--. ...._ ....._....5=3.7 .1. i I,,ii 1 'f • ",,, If i . o �'>I 1-100? it ~•,.�. ✓ :' RIM-265.56._ �f I 3/,LF LF - $"SD _...._._. I__ - _ `�.f....':�a �- f , ; :if: .. if f, _ / 1 .� ` J _ `- RIM=265.96 - t 12 LF 8"SD- ,} I 3, ; �Y ,: ; }• ' 1Z/ ./ I _ i IE 8" OUT--263.56 (SE) S-5.00X > d. i �; , , / I I IE 8` IN=260.19 {S11? 5=0.48% „Lt.. �' n'�t,IF: j ';iy' 6 j I/ i 1 i/t fNr 1 .... . ,,. ./:.: ./ Y f, • + r ,� \ I f f 1 f t i 1.-STORY N"^?k BUILDING' 1 / . ./ i l` \` .\- ; ` • / :` I IE B" IN=260.83 (NW} } •Ei �...�..�... .�......�... .. ." " .".., ." ...� SD AD-2' `� °'a 4/ f'! / ° d O e^r7 t \ .,,.. -.._ SD CB-13 / _,.. f. .IE 8- IN=260.83 (E) 1 ! !-111----(-;.-t. s, = f 1 ;`1 r ;' J ,f f �� N 1 ] €. " >K . fit EIM 26. 0 'f�' 1 \1 \. RIM=267.30 - ' 4 r� I•. { DUT=259.27 (N) 5D AD-1 3 t• Y6 1 ,' .i d / ° 'r �• IE 8" OU T=265.30 N / r 1 s r i ' a ( ): t r .. _ 40 e / 1 ,� \M ri RIM-263.00 Is <1 \...,,,, 0 200 (N)'\\ P M 'L^ I ,/ �7 j �; r / bi ' `, j, . ., i r / Ii,° I ca �..� al r y.r �/ / SD CB-15 IE 6 OUT=262.00 (N) :'t‘ , i : , ,.y,.•� \ mac. , i ; •,?; y J i i i /`/ s ! { /� �� ]� I \ 6 8 '.. RIM=264.81 # \ l ft r ;. , ir • '¢ • • coV J : �; . IE 8' OU T=262.81 (W) I ll( r '� I .• ♦ \ \ `• • • 1. // 1/ 1 J ( r ♦ \ i tfja lE s 9! h' w... ... .... I } .. ;j. <i , r. f ♦♦ \♦\ i ; / Ir rl, f` / `It 1� i i 5D CB-26- _ .stt i ry� 1 tlj' \ f vi `_ ,. / ir` r�r ill / Ij -1(.:,.. /...,/- ��• 'f�� !/ / �� SD MH-9 i REM=265.22 6 --- ; - f !Fit' \ ♦vv r` A FUTURE WORK SHOWNFOR Il / ]! f'� -•',. lope +/ RIM-265.55 ` ' •:.,..7 LF - 4"SO IE 8" OUT-253.05 NE �, f 13 LF - SD •-r.-..7l ''' % ♦ / ` ;' NCE, NO CONTRACT #.; . ' r ( } 61 6 �' s=14.77%8° f II !♦ a I ;r;, ♦ REFERENCE, NOT i % �� f I W CD IE 8" IN=259,00 (E) -5=35.42% SD BWV-4 - S� .'. °"° [' ` , !'1 ♦ :l JIA • .11 - ..,1* IE 4' IN=260.OD {SE) € `' / i ��i , 13 LF - 6'SD P ,11::::: SD COTG-8 ` rr'i I t!.• c+�, I:rfr \ ♦ I r1�"r !' * y /f .�` RI /; �I r • ,/,.��' ,' r :, 3 LF - 4°SD .... 5=5.80% ri F r l y F,.. IE 10 OUT=258.78 S i /" Y 4' 1• '` i ;; , i ♦ , c ( ) i ce'" S=6.50% E - .:.,,, 1 SD COTG-9 .•✓' l ' 1'o:a „ * .^ i \ r17 r I. i ' [i C r F �M t •l• / / a o `er , NI- L. i r i \ .,71 T3" " 1 r 1 /.,<,--t, v� tI i'� ^`'\ '� i \d�I. ° ! n.r # / ft j i !;' ge �' {'' I' r ,•/ �� ' 11 LF - 10"SDii/ 1 =1.50% • ! 5=1.5aX'. S=1.50% `.,, 4D 3 17 LF - 6"SD �' �'1I r ;, f `� if j J / ! • - It € `# 5=1.QOXlik _ _ 5=5.80% `] 1 '� j e ;4i ;A ! T / � / G / `'.7' I ! f i fi r/ dCD cA 37 LF 8 P 16 LF 8"SD- -----75 LF 8 SD,+' • T -- ' 1�' �... • 'Vi.r-E-k'- ''''- \ r ' L i __ / , I 52 80X 6 5D s �.- ;1 " `ti",4 / / `/ '� / % f 15 LF - 4"SD - -- -- "'-, - - - _ ...7, ' I I 1 1 1/4,-\\• a 1' / l f r7 ) f i rr f' Ch Ch 5=fi.5096 ,If �, r - 11 LF - 8.� L '1 /+I \ `! °. Ic :i a/ f fi l ;` /I i E:r • O O O I 8 LF 6'SD -, E 1 •I _..._.....m - S-55 79% S-1 5096 <" r ,I ."E. I aI' I 1211 f 37 LF 6 SD -1 '\•°)‘=z-, -• \°` �i A % i r ` /` +• kfa i' '�1 /-� `I to co 13 LF - 8"SD p1. I " - - 1 3" s - E ' 1;, i, :i li ' ! i/ / .i i il' i, 7 I z 1 i ,'4. r I- CD +.: 5=34.1 SD In. ,' 4 O 0 4 SD AD-3 4 LF- 6"SD ] p .•°` . 5=3.84%,. ' / 1 ."' I 1 I .p 1 I<' ) ,rrr / fi / i i f I o v 1 _ RIM=265.88 5-60.69% ` ✓` f` 1 \\... _ • I 61,//:: / /,/ r`f/ I i { 3 I r! .' ` / 0" ■ I p I SD CB-18 .0 1 I 5=52.71%"SD IE 8" OUT=263.88 (NW) "1► r ..-"1„--- 4".:0 ..•'` s I 1 J -w yr �i;` /i i : 1 ,„/.:E.! „L +'` RIM=265.17 LI `� I..: -_ ,r , �4 LF - 8"� �, 7"- ,``1 J•r t I �f 1i r ' .1 f ." f'r/ IE 8" OUT=263.17 (4Vf) " I R M C26fi 05 :•r'1,� f / � .�..- 71S=,... 3.75% ^�_, �, , ;f l 1 •i t ( ; a ;% I r l<Piff m 1=01 �7 . . 6 T- 4 'r_.. `. �. ./.„ it +riff ZI+ '� J. i i i....,/ ^'''''", i ,,,'-.../„I t. ' 7 /� _. MATCHLINE SEE SHEET C4.2 I i . ,' f. ._i •f / / , i -`/ / ...4' .1 t . '' lil SW Filth Ave.,Suite 2500 Portland,DR 97204 SD STRUCTURE TABLE SD STRUCTURE TABLE 0:503.227.3255 F:503.274.4685 tvww.krifr.[qm STRUCTURE ID NORTHING EASING RIM ELEVATION INVERT ELEVATIONS STRUCTURE ID NORTHING EASTING RIM ELEVATION INVERT ELEVATIONS ,4,- -,;Aiste: AD-1 132168.20 321981.59 263.00 IE 6° OUT=262.00 (N) IE 15' IN=268.00 (N) p. MH-1 132400.72 321768.56 272.82 IE 8" IN=268.00 (5) p AD-2 132168.14 322013.04 263.00 IE 6" OUT=262A0 (N) IE 15' OUT=287.75 (E) ., O co AD-3 132095.59 321883.97 265.88 IE 8° OUT=263.88 (NW) IE 15' IN=257.00 (W) O 4 CB-1 132299.03 321780.61 271.00 IE 8" OUT=269.00 (N) MH-2 132400.06 321891.20 26$.33 IE 15' TOUT=N5255.865()E) O CB-2 132389.97 321858.85 269.01 IE 8" OU T=267.01 (N) IE 8" IN=258.25 (W) k e y plan n_ CB-3 132337.07 321902.19 266.48 IE 8" OUT-264.48 (W) 1E 8" IN=259.00 ( IE 10' IN=257.e (5) b (5) Q MH-3 132280.56 321890.66 267.28 IE 8" IN=260.00 (SW) phase BID& PERMIT SET CB-4 132098.34 321780.59 266.05 IE 8" OUT=264.23 (N) IE 6" IN=25&25 (E) U OO CB-6 132267.01 321909.93 266.51 IE 8" OUT=264.51 (NW) IE 10' 041T=257.66 (N) IE 15" 1N=254.56 (W) date I February 9, 2018 CB-7 132419,11 322071.28 262.55 IE 8" 01)1=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) revisionsCL' 1E 15" IN=252.30 (W) H CB-13 132167.51 321780.03 267.30 IE 8" OUT=265.30 (N) IE 8" IN=255.50 (SE) tZ MH 12 -5 - 60" DIAMETER 132404.82 322226.94 259.46 IE " IN=253.31 (SW) CB-14 132157.46 321854.68 265.56 IE 8" OUT=263.56 (SE) IE 10' IN=255.00 (SW) W IE 15" OUT=252.00 (SE) 41-I CB-15 132140.28 321903.25 264.81 IE 8° OUT=262.81 (W) IE 8' IN=260.19 (SW) zO CB-18 132096.42 321756.91 265.17 IE 8" OUT=263.17 (W) MH-8 132139.48 321889.87 265.96 IE 8" 1N=260.83 (NW) 1- IE $ IN=260.83 (E) CB-26 132115.05 321833.79 265.22 IE 8" 0UT=263.05 (NE) IE 10' OUT=259.27 (N) CL w CB-27 132394.13 321966.74 266.08 IE 8° OUT=264.08 (N) IE 8" IN=259.00 (E) project# 16054 MH-9 132107.22 321743.75 265.65 IE 4' IN=260.00 (SE) M IE 10' OUT=258.78 (S) STORM PLAN F1' IE 8" IN=264.01 (NW) ¢� MH-17 132227.37 321801.43 268.37 IE 8" IN-264.06 (5) co cfl c,.)� IE 8" OUT=263.86 (NE) 14-:c3 C4. . #1 CO-1/4.:? ET) SCALE 1 INCH=20 FEET CDCV L:LiZ 20 0 20 40 SHEET NOTES4Y./d-- 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTES AND LEGEND : . INFORMATION 2. SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES AND 7 : ;.• NE SEES F , r', I/Pill 1... ill AREAS OF WORK. • MATCHLI HEFT C4 1 1 r _ �°_ - - . - - jF..6�UT §4�( � m .N E '�" w �'i` 1.`r'L.i" ""' ` �' FFFF� ...r.,‘ / 4. STRUCTURE LOCA11ONS ARE BASED ON CENTER OF STRUCTURE. r N. o - I 1 f I ti ,� %/ " 'r'' f` ' ; J j p'� i S. AUGN CATCH BASINS ALONG FACE OF CURB WHERE APPLICABLE. 0 6 J t I ;+ I r , 1 J 1 1 !� ' f ` 0 1'0 1 r / r I 'd t \ ✓f/i .-:?.._. ...nt[1 , / V '` / ,j ; 1 1 ::-4" r` / 20 LF - 8SD ' KEY NOTES S=2315% 14:: 1 j ... -.. 22 LF - 6-5D �" rm }' F.s FFA w. F�.i,,�fFe ' r ifi f i!j �' O �, // ; : f , :<ui 1 S=26.37% ,. • -`-,• ----J ... •a<:_._W i F { 'll # 7 A r ♦ f /rwi� f i I i • - °'3 I.. �` ♦ f rpf '. I` ? + ! f` j,,. i NOTE DESCRIPTION 1 TEMPLETON ELEMENTARY SCHOOL ; t i #t i I �I I `�• .-' I SD INT-CO-11i,'`•, sr f �I I SD CB-17 a i I •• r- f r:.1---' / { i l # i + i 7 } j f ;i 1 LOCATE FOUNDATION DRAIN FOOTING t PENETRATIONS 18" MIN. AWAY FROM STRUCTURAL IE 8" OUT 262 RIM=264.54 ki am € ' ` f ' I \?G� °.x,`. . -""I l i I� f ? " I HOEDOWNS SEE STRUCTURAL DRAWINGS. I I cn # .� �' I S • /.1/..��' 1 i i s i E $ I 1 113 ; 1 ( . --. \ '" I �r ? I •.' f 2 CONNECT EXISTING ROOF DRAINS FROM PRE-K/ �a�Fri `J` . " r" ,. f ,, I s+♦� f'1 r i ; I 1 I ! DISTRICT BUILDING TO NEW STORM SYSTEM. FIELD (OIL;/ E B I ry # • -J t €{ 1 ' . 'f VERIFY INVERT AT POINT OF CONNECTION. I a :' ,- r f;/ ! 1 i N4 n .s' ,r'r / ..t jJ T r' .__ ...„''''..... --:: r \. . _ / ! ' r -----I MW' / j` / ;`..-. _"...__..- 5- ° - SD rt j Dull Olson Weekes-IBI Group 34 LF 6" I 2 �... • / SD INT-CO-3 ;' SD0 7 r ; - #'` Architects, Inc. `, F �sT I f /`` rt i i ; 0 UTILITY KEY NOTES I C G ` °% X a:,ami em ham., . J 4" r'+ / i I� 1 ,r t -- A s r ./`` ,.� ` / ' r- i- I / -" 0 1- _,,. i 1 I -� it SD MH-10 -'' ,• .` / 37 - 8 / RlM 256.67 ! RIM=264.87 se 10 f E - -y- = -- I �% t - - 4 F,' _•✓" ! ,- -1 r I,,,.. . IE 6" IN=250.59 (NW) 1. NOTE DESCRIPTION IE 10" IN=257.60 N i } "� ! '• ! I 7/ :: I O '1 S=2.00X f r `' . t �A,r - I € I �'/ f 907 SW Stark Street Portland OR 97205 USA " ( ) I ,,� a. L E f IE 8' IN-251.00 (NW) • £' to w03 226 6950 fax 503 273 9192 IE 10 OUT=257.40 S `i I� 1 / / `` rf',' / ,y } CONNECT TO FOUNDATION DRAIN. COORDINATE ( ) i to .-t' 7 i-' Z / t r•y 1 � ! IE 4" IN-251.00 (1H) E ! FD DEPTH WITH STRUCTURAL SEE STRUCTURAL dawa-bigroup.cam wvnv.ibigmup,com ' 110 �r �' I /` iJ..,'` ,r ' .i. I • _ • IE 10" OUT=250.39 (S) 1 ! i FOOTINGS. 5=2.679E g 4" SD COTE-6 -"`� ! _ •� ,.: i i CI t- i' { _• _ _ �, ,.�" I J' w '' E I 4' : r ;= t # CONNECT TO STORM DRAIN/ROOF DRAIN. SEE 6 LF - 10"SD --- '32 IS. - 6"SD I p s ,ter .▪ '' I • r 1 - 1 .`�` C SD INT-CO-2 l �i ii �i , SD ASUNOITED.PLANS FOR CONTINUATION. SIZE AND IE % 1' t f' !'''� •I"- 1. r i, - S=2.55% :.. - J' �` - I 3 LF - 4"SD :I 13 LF - 4"5D I II i • #/' I r~ 3` r' �• . ' r SURFACE STORM I 5=31.489E S=31i48X 1 •• j. @ I r CHANNEL, SEE a F J SD 8WV-1 i I I j € / f ! I fr s: ��p PROF�s�i I;'1 € I '' LANDSCAPE DRAWINGS 1 ; v\ a�t"FF oy o _" / f^ 1 Iz. f 1 I t� j I ! 1 i r 1 �� 797 1 PE r # I ,, I I 1 1 ' If s�i I 11 ". '"`- I , --- ---------- , 23 - SD , j: 1i war 6" a' I / I f i 1j r I� j` ; I,n? , s-4.3s% , ,,, 1 ' •''-'1 .7". ,--/ / / ,I; :, A LI-1 / / ; /' STORM LEGEND OREGON t 1 - ✓ 1 t I �` 7 =3 #! I / It ! ! i f r 1 % A �1 tQ 1a1 p I N 1 I r :::::1..... 1 a 1 ,, f ( / r A \ \ i i 1 i i ( - - STORM LINE C63 9G!NA AKD�•%i i ¢ I I 3" - 1 / 'I .. I I i ! 1 i i ! # I !�,-: S=6.77%' 1 /, Y -. # ` ; i a< ,; :. . _ .;-, STORM UNE - NOT IN CONTRACT (N.I.C) 1 p�anrlanunre tt17t/7Df! 1 1 .!�`' 31 LF - 6'SD I x I / ``,i <'. "` � `' : F \! i ' I ! / - I `'`' i V = E� . O 6" t._M. . `� 60"t.. SD LD-1 { 1 \ �, ! f ? # I FOUNDATION DRAIN 7 ( ! , i �` I • 1 ""2 i { / RIM=257.60 t\ 4" 0 1 :` f f ! f R. C6.1 41 LF - 10"SD , 1 I \ F IE 8" OUT=256.00 (SW) G I , i ! e 4 1 • 12 LF CSD t:•:.•,, y 1 l STORM MANHOLE C4 5=2.55X 5=0.00. I ffi I w it CUSTOM LANDSCAPE DRAIN. •°1 --r ? `� i U i ! /11.r"./ 3 ._... ._ � = :yam SEE LANDSCAPE PLANS ,t - - - f � i ; f 1 _ i ! 1 CATCH BASIN Ce,1 I ' ---a"=',,,----.....„ 1 4 [II , , ,' 3 LF - 6'SD 12 LF 6"SD �. `_._ 1 I 44 - 1 i / 1 / 5=0.00% if I' S=0.00% 4' ." l 1 ..t.. LF - 6-SD 11 'F I i r / 2 SD MH-11 :t 4 r` .1 I - Q ,-,k _.. .: . „� /' ti \ ¢.r1 11 - t { i f z •■ AREA DRAIN C61 RIM=258,63 . : 3 LF - 6"SD • .-.-, . L : „�,, n " �" f F LF t \ I I 5 0.42X€ I 1 5=7.99% ---- �. °s t ! 1 i 1- , /..-- .\ li f ``'� IE 10" IN-254.33 (N) t' . Z -I i 1 4 /. F -'-.i . t COTE 40 1 ' ' 19 LF - 6"SD y i • I %' 1 14 LF - 4'SO- I MH-15 > 1 # \ ' r - IE 6' IN=255.00 (NE) .,t y : ', i 5=4.37% - ,� r : a / 5=7.00% IT t. s W 01. SD1 l� - - - S=4.37% i, �r -.....„, ! € RIM=254.63 f ZIE 1O" OUT=254.10 (SE) ! e ati " 1 J4" 1 n I, - I VEGETATED STORMWATER FACILITY ., • 30 LF - 6 SD _ .' �, I {E 10" IN=248.72 (N) • ♦\ �� 3 LF - 6"SD'. ,,,...,, S=0.00% / • �/ a - 4. _ - v. - : 1 �� . I 4'S " �.IE 8" IN 249 22 �' / s. /r / ` =y�� ♦♦ t U FLOW DIRECTION ARROW 24 LF D ( ` ♦ ` 4 LF -- 6"SD - - - -. IE 4" IN=252.10 (NW) �I- • 5-7.0096 l r 5=4.37% ,a',,: ! - .� 19$ LF - 8"5D ♦ Q • r i \ 5=8.08% f s - _ r IE 10" OUT=248.52 (5) \ t 3 ■ • • i OUTFALL PROTECTION 5D MH-18 %Y '11.- LT . IC _ : ,tea S=1.00 ` - _ _ `N i ._.': r -� r�,\� t \\,,, / RIM-258.76 • / 1 �� ♦ I DITCH INLET ' \ \ 'f' LF - 8 SD / IE 6 IN=251.44 (N) 1,,,,,,,->\"\s' _" ',.S,,‘,... -,,' 1 ,/ , \ \\ ♦ , le\ y ``r 1; ��,,`` • '� ! 5=4.37X 4" ; ! IE 8" IN=251.40 (NE) j �`. 1 \` \� 1111..,,_‘fl:/...-\-'3i.____...4,,,,::,:\ I ; FLOW CONTROL MANHOLE 6 Uiq rt /I„t \\ !; m�,°� .'`$� �� / IE 8" OUT=251.20 (E) ! ` SD COTE-2 :1 % `'\N / \ ♦ } \` 5 _ i' i` ' '' `` J o a s fioj r! RIM=256.86 1 / i �` \ ..1 1\ i8 BACKWATER VALVE C6.3 "L,j`� g,1" F± !E 4" IN=254.84 {5) ! 1 ; fi , \ t+d "i., ~,{{- \ \f,`L +�A _..-..." / / , -_ o/ r ! ! I f ` �' ,. ~'� - • CUSTOM LAND5CAPE DRAIN. SEE LANDSCAPE PLANS./ f +`.\I`\ �t< G,% it 6 ; SD COTE-1 i` � t .' I fir' �! ! o /ft <-10 Iri FP ` ` /o RIM=257.71 I '" �1 I t r / / a I s `i# ; i ` (1' \;, F I 4 OUT= / RID-261113 v/o �� 1 ... fi E " -255 51 (SE) / _� ` •tU ....-_..._ �.._•r_....._..... _ %` / �, i to I / # : w I v „ „ ? (, IE 10' IN 250.21 (W) ,.. ,$� 1 ;z0 j �. ♦ K _ _ IE 8' IN=250.90 (S), ----\\ f 3 i ,c, I ; # 1 Cn c� k f: \ ` ,' s� A* \q\ 11. -.. ..,. _ ._ f .. _ IE 12' OUT-250.01 (E) r t� } ((7;.._. {\ ,, k so j / 1 /1 ] I j ...._. tt . I ! ; I RI j ? \ \ �`!O► `�,..Q �X+ , o �....,� ..� \\--,-„k t i {Imo'' ,K i ii. 3 `! r ..-.....y.........-.....�j-:.....,..,„ i ellC\I V f I p $ `I'O �� 47 LF - 4"SD l LF - 4"50 _ J 0 • ` f \ ` \. `�tinr,...... ... _ ,tea i I♦ _...44'�,rF. .'^ _-_: r:,r� _ *:»�---• ,:: ..�-'�'. _ - #� Et ,z.. ::_.....:: 5 0.00% ..._:...:....- ( } 9 __ sz :::::�,a:, � m:; z -5-0.00%- --•� ` _ �r: _ \ Ff ,...>A�,Sfi..- mar---::�� "...fi• ...-S. N... .��_... ,rte �' rJ- �/ / f _..:. o...a -._ • ... ♦ S=4.72% RIMC251270 ,. _...._--..,.. _ 53 12 LF . SD \ - e ;' ; - __.S=4_.72%_ - - - - IE B" OUT=249.70 ( s w S=11.29% �._- 38 LF - B"SD % ..... 1, F- ,. mill 9 L E ..... co F 0 5D , • T'?„ SD CB-25 ., '� ♦\ ..tea.. ; ,- i S=1.00%� 4 /'/ - -- - - - + • RIM=256.53 . oo O, t'F r' 1 1 I '� /l;, r • Q� • i {I IE 8' OUT=254.53 (NE) $`s0 61 LF - 10"SD 1 -32 LF - 10-SD 34 LF - 10"SD N 38 LF - 10'SD • 72 LF - 12 SD 54 LF - 12"SD t f • " - r 2"s0 I '' l , W 28 LF - 1 %79 LF - 12'SD:` ? q ,• � -� C%D s 0% - - - r. -1.50 - S=1.50 ` - - - - -s=1750%- _ _ . . . POND B g • • e 5=1.5 ' 5=1.5°% 1 S % i % S=1 5QX I J I S 150% u `S=B.9276;i ' i 1 U. I = • / / g .mow +-r/` .4✓, / / : - Q _ \ \ . 5D MH-12 "------7.- ----2:.:.. 23 LF - 8"5D-�:3 ~ t f 24 LF - 8"SD _ �� 1'� i : Ies` / 5D OF-2 ' /11 -1-L-....:. © O . 24 LF 8"SD I r<i 7'''' ;r--' \, RIM=256.78 ? 5=10 31% i a t --, r IE 12 IN=242.D0 (V{�Z / -4' S=10.30% ; S=15.38% -''�+ ° • '5 II yc .\,_ r 10 cR • ; �\\` IE 1D" IN=252.68 (NW} 1. i j�._ i. ! I ./ i I y v, '� / / ,•f f mac` h -_._. ... x ♦ i i ♦ 11 I k':: I d I \ / r" :,` "', 1(✓ C*3 `c",--) �•' k r' � \ E10 OUT=22.690 \ai `� I I _. N r _ ! +• r_ 0. , - RI - 3. i IE 1 IN- 7.70 / \`--- 1 .... \` - _..._. _ SD CB-21 SD CB-22 22 47 70 EXTENDED DRY ' - - M 41 r. f. '•.\‘ - :_ _._ SD CB-20 .♦...:.,,.. �... E 10 IN-2 O CO 25 f .�'..v.-. Cr) TE r - , \ \ : ,. - - RIM 254.84 T \ RIM-253.63 :. �rn (0 :-: w 2" 24 VJ \ `\! i ♦\' x'f \'''`'E '' • \ ' '`/ RW=255.95 /: \ \ .. .. `•T' - ` ` _ IE 12" DUT=247.49 (E) x / , \ \ 4-r \ , 'F �; `� �' .``' / ��: RIM 255 39 rBASIN . r i \':I<-` It - `\ ,.;,, \ ,\.• ,/s'' .,.. .�;! ,-` :. '•.,, ` " ..:.::...,..: \ \; / . ,II . IE e" DUT-253.39 N -�. ./,r' IE 8' OUT=252.84 (N}.+�/ -''- ..IE 8" OUT-251.63 (N) �' \: .- .... r ----.:*,:;-•... ---AIE 8" 00T-253.95 N ,�;f 1; rh \ , . „ fl iI : \ --/7 \\ / f„\\ /, i •' \ /"I: ./ ,�\ \k"'• /: \ rrl'? \ `/••// \ :6=fig ... ' .. /' , I f -4/ \. '7» e=== """",a�� -s ' ..::;;',;./J., ... ... 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I 1q3Iff I 111 SW Fifth Ave.,Suite 2500 ` F 1 0:503.227.3251 Po en ,OR 97204 F:503.274.4681 www.kaff.com 0 SD STRUCTURE TABLE SD STRUCTURE TABLE oi:/) STRUCTURE ID NORTHING EASING RIM ELEVATION INVERT ELEVATIONS STRUCTURE ID NORTHING EASTING RIM ELEVATION INVERT ELEVATIONSF o MCV CB-17 132039.45 321724.22 264.54 1E 8" OUT=262.54 (E) IE 10' IN=250.21 (W) ! 4.4460.14Ut - MH-13 131776.58 321976.77 261.11 IE 8" IN=250.90 (5) ‘ccl O C8-19 131751.88 321904.95 255.95 IE 8" OUT=253.95 (N) IE 12" OUT=250.01 (E) key plan d C8-20 131752.41 321976.95 255.39 IE 8" OUT=253.39 (N) IE 12" IN=247.70 (W) Q MH-14 131777.72 322131.00 253.41 IE 10" IN=247.70 (N) phase BID& PERMIT SET U CB-21 131752.95 322048.95 254.84 IE 8" OUT=252.84 (N) IE 12' OUT=247.49 (E) pJ c8-22 131753.35 322102.95 253.63 IE 8" OUT=251.63 (N) IE 10" IN=248.72 (N) o IE 8" IN=249.22 (w) date February9, 2018 = C8-23 131796.26 322169.39 251.70 IE 8" OUT=249.70 (W) MH-15 131859.59 322131.00 254.63 IE 4" IN=252.10 (NW) V VD IE 10" OUT=246.52 (S) revisions } 08-25 131791.59 321786.06 256.53 IE 8" OUT=254.53 (NE) IX IE 6" IN=250.59 (NW) i Q IE 10" IN=257.60 (N) i-MH-10 131997.13 321743.73 264.87 " OUT-257.40 (5) MH-16 131974.48 322131.00 256.67 IE 8" IN=251.00 (NW) IE 10 I LU IE 4" IN=251.00 (W) IE 10" 1N=254.33 (Ni) IE 10" OUT=250.39 (S) t jai .MH-11 131876,71 321743.73 258.63 IE 6" IN=255.°0 (NE) IE 10" OUT=25410 (SE) IE 6" IN=251.40 (N) I MH-18 131868.70 321932.84 258.76 IE 8" IN=251.40 (NE) LIE 10" IN=252.88 (NW) IE B" OUT-251.20 (E) aMH-12 131775.36 321811.52 256.78 IE 10' OUT=252.69 (E) OF-2 131776.21 322210.29 243.11 IE 12" IN--242,00 (w) project# 16054 w t- STORM PLAN Q� 0 6 Cl- .._ SCALE 1 INCH=�0 FEET C4. . 2 ,Z .._4-_._ .. _ „i (y3_120 20 40 li. SHEET NOTES 4\1) 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTES AND LEGEND 1/4.2''''''.. INFORMATION f1 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. ::'•."-IMMMI MOW ORMOS.1 3, SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES AND : i:OSIi ' iiittiiiiii AREAS OF WORK. Nt,3tv , 1 %..•:•!I /*. f--r- / • -...„--„„ 4. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 1.ER , i -- „ - ...``' ...'. 5. ALIGN CATCH BASINS ALONG FACE OF CURB WHERE APPLICABLE. .....L...--- ---7-77.,::---g-r .._ _/_ ...,..21.:.-.7„, ..2, -..,;,--,:‹.- ,... L A ), I / .,.....---- ....--:::;-------- EXTENDED DRY '7 , .,--- 0 KEY NOTES . ,.., ,....-- . . , ,, . . .,--- _.„..:.,---,-----.......---7.--......7--Jz--L...7_,: - :N. .7 NOTE DESCRIPTION _A••• IIiIiM••• 0 i _.. ....„-...; < '' 1 LOCATE FOUNDATION DRAIN FOOTING liv ' \ \ \ .-,'"'". I 4 I ! / i / / •;," /'.1 . ..,.. ....../.---1........„--4,-7--z-•-•:r-2-='--'7---------=-*-• '''.... \ \\ \ \ \ /•,- PENETRATIONS 18" MIN. AWAY FROM STRUCTURAL 'L 11; II / i/ / 7.,•• .„...-'-"-.....\--- /.. \ \ \ \ \ „...„ :.;;;,.,,:, f / ,./ ` HOLDOWNS. SEE STRUCTURAL DRAWINGS. t I / / , \'‘:„ \ V\ \ \ '.1. ' ,./ „, 2 CONNECT EXISTING ROOF DRAINS FROM PRE-K/ : 4 , ft.,' 15 4„._' ?e ,. ,• ,.‘• i. # . . r;c ,„, / /Is .s., I ,/ 1 „: : OW '30P f / ., I .''' \ ‘;V '' A"'k .1/ : ; DISTRICT BUILDING TO NEW STORM SYSTEM. FIELD I B I / I i i i - .„, .‘f / 1 / , I-1 I i - 7 / ' ' ki \ \ 1 / 1 1 . VERIFY INVERT AT POINT OF CONNECTION. fr i = I j :ft. f ;if /-/ - - ii ii / / / t 1 -1 , ' i / . / fil)a t,...._i ; i I .' f / / i r -i bi - - • -//- If - - - - - -/- - - - - / - / 1 \,./ fi..... ; ,t, ' i i jr , ,f- :„ - - 1 i /1/ YPOND A" " " '" - " 7 liv : / 1 „,...„. ,./,\ .„ / / _,..," Dull Olson Weekes -181 Group i '•, 2: / I I 11 / i 0 UTILITY KEY NOTES Architects, Inc. .... I 1 / ! i j: .', - ; i / //.// / ,/ i if- SD OF-1.! ,..... .„-,•/7„; ,,,„ /./.„ 1 / i ; , t• '' ' ' IE 15" IN=248.00 (NW) / - - - , ., . . . ., ...,„ ..„-- NOTE DESCRIPTION 907 SW Stark Street Portland OR 97205 USA i, i. 1 / / f 1 \1•\' \*.\. • 1 1 l•i 1. . . . /. . ,••• , f \ \ tad 503 226 6950 fax 503 273 9192 i' './'"- .. / ' .,,• -• CONNECT TO FOUNDATION DRAIN. COORDINATE ,*;/1 ./ • i ' i ' / RIM=248.40 www dowa-ibigroup.rom mtew.ibigroup.com • ./ lf ' ' / / _......" ,, ,,.„.„....i,_,,,,/ . • . • _,./. . • JE 1.20..." OUT,=248.00. .,c5).1:. - .,•-'1.„ / ,..74"'". .• / .„ . FD DEPTH WITH STRUCTURAL SEE STRUCTURAL FOOTINGS. CONNECT TO STORM DRAIN/ROOF DRAIN. SEE ' 7 % '''.1 '•.-- \\ '--1`\ , .,•,'/' I ! ', / i• .•,,!. -.7 . .,•,./ "-~"'" i 1 ".; i / I/ / J77• / s'', .. , • "' '' - •/ - .!`" :,->'.. ''."--' ' ---- . / .„-, ...----". SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE , ii , ,,,' ,.„,,,/./ I ...-- .„/ : j ..' GA" AS NOTED. 4,7/./ 77%4. ,.. '.. '‘....„4... ,..,.-m' , 1 ,..".. ' 1 / // 4 "--' 41r• Z._ .. ,,''' / ' '// 17' / ""-'-'''' , S ....----- e'''' -414, .... , - , „-- ,„-.• ,---; ,,, ,oltiee. (4, , .41 / - ,/" / • . -• t 1 • .."-- '..- 1 ,./ .-- ,e" .- _. ,...„- cf4' (i/ 79701PE -f. .i .', . , / IV -, .. .- .... 7 -...' 'i6 LF - 12.SD ' , - • .4-----Ssit0.01YA -/--- . / % ,•,:,_ -.... _____ . -c...---''-`"----- "'"------- ......- . ,--, ---;;;7....'N:......--".-, .•-•• i SD FC).4H-A \ ik, .1 ., ...---------7 , .,,--k---- . ,_..„..-,-._. . ,. -7","7-\''' ,. .,,. STORM LEGEND OREGON RIM-253.25 •54.i.,,-...-----' . ,t,. leil. 1 3 10 c‘i V :/,------.--' 14, ..1----- i ;.r.,-. ••-•---4, -•votr.14 ,.. 12 IN=248.00 (N) ---- ' 13 • / i ,,.., i' Ifb.i,:t - - STORM UNE 'eq NA U c, -- ."' IE 12" 00=248.00 (SE) 01 „ ,--N--., ,---r / --- , / ---4 / „„-- i.-- -,e.--. *,•., --,-,,,,,,,-- ...,..-- STORM LINE - NOT IN CONTRACT (N.I.C) 1 EXPIRATION DA-E: WW2= 1 i i I 'Idfr i ,,..,..,-----.--' ..,1,--"---1 1.- t. V ...-f'- ° / r"--I .4.0 ,./ 1 .-"- FOUNDATION DRAIr C6.1 -I ., ../ _ /j ,. 7 ‘ .f:.,.,---1 I / / 7 ../7 / / / .,,,,,,40 , j ---/ I e STORM MANHOLE 0 4 .,- ,,-1 , • '' ..-- -••` I ,,:„.., i i • . , . ,.•• • . IN CATCH BASIN 16.1 t:1 • ... /' ,-- / i / / • ' b '^' ii., .. . f•-• ^ r 2 I.L.1 / I 7 „ , . ,/ -I ji , . • AREA DRAIN 16.1 - / / /V " / ii ..1 i I . ./ / • ./' / I, , ‘ / LLJ- / 1../ / . ,,,.' / / / 1 / 1, / r7v / , ! .i.., i .. .i . • COTG L.'I I . ,, • C6.1 • IA / #7 "-.••• /../ ,. /r.,„./ I / / r ,. 1 .,/,/' / / ' ;.••P i .•-•-' . . '" r- , I. . -, ' I VEGETATED STORMWATER FACIUTY 21 / /I -- / . L I 1 ''' . - . ,r ..: • i__._ - • -71 , .,./, m # , •"' / ./ / .----"-- ,. I i FLOW DIRECTION ARROW I i. LL)I P, 17 ' ' 1 ,./ ...fil/ /' /... ."-/ ,, ,, / ,.1 I , i [,.'' .....; . / , ' ' ' .:1,,,``- : . file40 6 • --.1.--- "- 3 . !:i.:. OUTFALL PROTECTION 16.1 / // 't / /// ' X % z< ...-V . ... . ...- ..-....-. „ ,..7.-...i.a 1 .4". 1 '/7 0 . .• ' ". ' / '/' ...' .,'-',.--'' '"1 1 -" -- --,- - - - - DITCH INLET -. 't / \ / / • [ID C6.3 / # / ,- . .- 1 -. ' ri i 1 /... 7 ,e/ ien FLOW CONTROL MANHOLE e _ . / ,,, , / , / . ,,,,--77 ,-- - - . . 0 4, • ., . / I „I". i * ' r , / c-) t.1` . . .. 1 . . --.. 5 i•. l.,,,,e'/ i / / .„/ / / / / •l'" ,,,, Gc‘ . , , „ ,.,.,., ..,, , -.....-41(,./ ' i , ,,•1:• . .' .... . ' 8 BACKWATER VALVE C6.3 . i. 1 i A i 1 , / - 1 / ' , ''% 2 / .."V'.--- GA r L --.. . -: • CUSTOM LANDSCAPE DRAIN, SEE LANDSCAPE PLANS• .•.1 .0 .. / er // / ft/ / // L.iyc9Ili s.,.. ,''' ''7. 0 Cn J' • ' / i /.. •/ /./ / / , / ......,,,, " 3.. . ,, „, - . 0 E 1 i i ' ,,,//: / / i/.7 ?! 7-4„.. #•Lb ,-;- .. ,....-......._.... - - ,,,7 / /.,,. .i •/ , i‘ , ,/ , 0 _ I' ,/ z s 7--' I // / / / / ,, , ..-0 -- C if 4p / / /1" , / / / / S ,. % ,,,, e,"/ 1/ ' ‘;'- :V ! -,\,;' 0 R , „ , , / . „„, ..= CV ',I 4f / /// / / /1 / / . -' / .-- CO 0 r-- ti , i, V / / / , 7/ ....' . / ., i 27-/ N. ' ' / i ‘1 .0 so rik CK / „ / `r N „...,\ 1/, C 1/4'd 0 r ,,, i i / I 0, / 4. il / / / / / / / / ,/,' ‘ Z / 172- / / / / ' „.• / E _=.' a / / ,, , /,',/ i i / ,I' / / / / i „,--- ‘ / z I / ; ,/. i'' i / / / / . , , 4 . _. .. I ,/'„;' , / / ,/ / / • / i 7 ‘ ,, ,....,...„,,,.. Liu cu ti5 , , , / / / L.IAK CD / / / 5/ i j/. / , 441 1 <17\ ' ,• / / . , / 1 / / / / / / / ,, / / „ ,/,••- i • • i / 0 I- / / i i % f / , ' / / / i i // / / s/ --- Amo g 7- CD C3 ,, ,.,.-, - ,--' • .1 . "I. •izr. (1, 7:3 (53 I .7,2. / / ,/ if 1 , „ ,...- ..., ,,,./. ././ .1 / / ,- -w---- L._ ;4; c.17, / .....,, ,.......- i 1 SD EX-MH-1 z I / / / / " 1.-' / 7'. CI. 'Tut .1- .1Z1- / i." / 1 i / / // / ,/ „2' ,,-.- / • ' RIM=241.00 IE 12" IN=238.35 (NW) - c1-77 cr, IF / / ..."-'i .i i , I , // ._., ," . IE 12" IN=238.35 (SW) 0) .- co in LO --...- ,-....- / , / I .,..,' / „/ ''''' / i / % IE OUT=238.23 (E) I' c"--- (..0 , 1 / i I / .4,-„, 1 / / c / / =7 ,, / .., „.. pi / / / / „, , 1 / ,. / , /.,. . i ..5) ____ .,1 ......„.. _. , 1/ 1/ ,, / / / / , / / / 1q3f-fi , , 7 I i . 1 • .:....At s 1 I ' 1" f „ / 1 I /\ / , ,it!' ii,SW Firth Ave.,Suite 2500 / . ,...,'"FLI. me Portlnd,OR 97294 / / 0: - , ,//'oL 1 . mm / '. 11 imm. maw eim i .1 i / Ifi 7tNr/iMm1 11 ! ,,/ .-, S03.227.3251 / . MATCHLINE SEE SHEET C4.4 F:503.274.4681 1 / i : WWW.iwtf.['ten 0 SD STRUCTURE TABLE cYti wi",.,,,!:_,„i,,..„ :0066/g..zz; d 1 1 STRUCTURE ID NORTHING EASING RIM ELEVATION IN VERT ELEVATIONS • CO 0 NI- 0 (NI DI-1 132321.71 322353.92 248.40 IE 12" OU T=248.00 (5) CO Co IE 12" IN=238.35 (NW) key plan 0 EX-MH-1 132090.69 322482.96 241.00 IE 12" IN=238.35 (SW) --I IE OUT=238.23 (E) a_ 5 a FCMH-A 132306.73 322349.70 253.25 IE 12" IN=248.00 (N) phase BID& PERMIT SET 0 IE 12" OU T=248.00 (SE) LI 0 O OF-1 132360.18 322328.39 249.35 IE 15" IN---248.00 (NW) date February 9, 2018 o (9 revisions >- cK 1.- z u..i m lil z o 1- 0_ project# 1 16054 w I-7 N. STORM PLAN 74- 6cl- I., C4 • 3 SCALE ' INCH-=20 FEET c0--- CD = = MEM NEU 20 0 20 40 SHEET NOTES 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTES AND LEGEND INFORMATION • 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. um 3. SAEREE:ROcH,FIT:CoRTUKR. AL DRAWINGS FOR ALL PHASING TIME FRAMES AND , / J• ., „. / ! . . : twru MATCHLINE SEE SHEET C4.3 I II . ..4. - .. ... ii .... I.. , . ...a ...,‘ ... ..../m.. ... ...r... fr.. mi.. . ..., 'it!., .... .. ', - 4. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. • ., / ! / I i k / . i / g ; 'x i 1 i 5. AUGN CATCH BASINS ALONG FACE OF CURB WHERE APPLICABLE. I / ,,, . , / ,,,, / \ i i / / / . 1 ..- . / I / / ,, : 1, 1 i C-.) KEY NOTES / / : ; / i / , , ,.., i , , . , , , , . / i i , , . /11/ , " , , I / , , 1/ .•.- / I I : t \t' , ,.., / , .. ii 1 "----,,,/,:' .v./..--- , , ... NOTE DESCRIPTION , I • ,i :, .1 I/ A i ; i ,,, , ! ; f', / I 1 1 ,....---- ;. ,--••••,„, 1 LOCATE FOUNDATION DRAIN FOOTING =MIMIIMINIMMINMI / / ././ / I / / • , 1 \ „ , i ,q../.; 0. `"••• PENETRATIONS 18" MIN. AWAY FROM STRUCTURAL I , . i / / i / / / , ,, 1 , • ,, I / ! . .„ ; - 1/4 ' 1/4, i , . . , , „• , : , ., HOLDOWNS. SEE STRUCTURAL DRAWINGS. 2 CONNECT EXISTING ROOF DRAINS FROM PRE-K/ i 1 // , , / • I l . .1 I %: I t/ i 1 i 1 f 1 1 / ; 1 ‘1,' ., /, .,,,. DISTRICT BUILDING TO NEW STORM SYSTEM. FIELD I B I /1 ; I ! . '/ VERIFY INVERT AT POINT OF CONNECTION. 1 , , ,, , I 1 / , , 1/4 . ! 1 Ca 1 1 71 i ; I I , , . V./ I 1 i i i , j- „,••••-, ..,, " , ",. , "••• """•• Dull Olson Weekes- IBI Group 1 / I 1 ' I / \ , / I l 1 0 UTILITY KEY NOTES Architects, Inc. 1/ , . , . , . / 1 J. ' . , . , 5 ii i i „ I 1 t • il \ N\ / 1 , , ,. i i 1 i I . / [ ,.. [ (--:., \ ! NOTE DESCRIPTION 907 SW Stark Street Portland OR 97205 USA l / : . ,e,, / / i / i i tel 503 226 6950 fax 503 273 9192 / e / i i „ . : , . ; / • ii ''''' ! -,,, \ . / CONNECT TO FOUNDATION DRAIN. COORDINATE FD DEPTH WITH STRUCTURAL SEE STRUCTURAL www dowa-ibigroup.corn www.ibigroup.com / / ' / / / , .' . ii, / 1 ‘,,i \ .1 FOOTINGS. / \ / . . / 1 / ' i 1 ' i CONNECT TO STORM DRAIN/ROOF DRAIN. SEE /R / . [ , . 1 / i ! ' • I SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE 1 1 ii 1 1 / / • i •.: ' / AS NOTED. / / i / ; . • I ••:"•:,'_ ?,!".•-:- li 1 i i / I I '',/,'1\• '' ', 1 ‘i i o 1 / • -• • 0 PRO% hi ! . / // 4\, -, : i I c, c311it 04, .r :‘. ..1 1 I.i I , 79701PE ee/i i I / 9 ) 1 .0.----- u-11..- ------------ (') / , , P ! 1 ^) OREGON r ,, 14, ''. ; 1 i 1 i - STORM LEGEND . 4, 0 ,.., • 10 1 A / I ) t 1 i 1 • J I • 13 qe,,,,, c•D' / , . / ii - i i I i J \ - - STORM LINE C6.1 4 NA ME , / i i i i 1 ,. f.., ! i : ......: /,7 , 3 • ININEUM:--...32112611WW.1--JMIKAM- STORM LINE - NOT IN CONTRACT (N.I.C) I EXPIRATION LATE 12/31Varii . ! i . j I / I I I i 2::*-,-: . I ii • , 0 : 0 I 1 / • 1 ; I Li I,,,, 1 I i \ , t „ FOUNDATION DRAIN E11.1 ; ' ! // / : ! /1 r 1 i 1 i i 0 4 I \ \ STORM MANHOLE •1:1 . i / 1 / --t•-•-•,...., L.) ! .,----- i I . •••\''IY.,' , • CATCH BASIN 011 ' / I .,--'''' ' / 1 . I i Ak I , ...'P,'..:. \ LU ' 1 A ,-• I i , I : \ I AREA DRAIN 2 I / N\ i f i i 1 ! L6.1 / I 1 0 COTG Lr) . 1 / / ;I. , / / 1 f I, . • • I VEGETATED STORMWATER FACILITY 16.3 1. i fl' .iit_, \ @H3 !__,_ • ' ' 1 ,/ 1 / I / / / \ i :-,: \\ : i . I'' , , - FLOW DIRECTION ARROW U I / / I 1 . f / i I- i / ... • 1 / 9 ffii/F.I. 6 ; i M • :i:0 OUTFALL PROTECTION C6.1 .§ / 1 i - i !` 40!. :\ / . i / I .ri 1 1 / , . , / i i IZ' ' ) ' : • DE DITCH INLET f I f4 i 1 /. i , .4„.„... \ (to) FlOW CONTROL MANHOLE / / . , / ! „ . . ', \ ,( / / ,' / . :. -= . /1--- / / : 3 6 8 BACKWATER VALVE /\ / I / • ' 7 . .. 1 \ I : 1 \ \ , / bb''''' , ,// () l''./,,••-''- / , ....... -1• 111 --"It ''',, '; / I 7 • CUSTOM LANDSCAPE DRAIN, SEE LANDSCAPE PLANS I \ i • • \ 1 0 Cr) / . , ' \ , 1 ' 1 -,\ \ I ! i I .4k.V.- I / /I I//-;- 1,) . 0 0 / , , / I 1 \ , , i -....., / I i 11 mC --.... , , / --, ; / ll \ ..--''' '", 'S ' I , -,.,. . / : , / i / --1-, / „ , .• ,-, , I j \. 1* i --- i • --24--- ' -"` , 7 / . ' 7-----4-----, , • , ---:,, , „, / /- „......_, • A. i , , ,,,, I , ..,,,. 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'� .)4 \ J -.qty ” •` i f I d\ \` / j \\ \ , I , \ 4 i TI• = a4' 13 II A i I � ` � ~~ I = I 1 F. . 1:**•• lia.41 ...............i!"eszeme W::{M *:eoeso mums eemw .sesem ZeiiM WAWA OSSMIki Iff:M:12 9,:{0{{g gamma '3333slan seezeee:% weeesa ;,,.. wow wasoe wows Abwo$ eeeeele,r reeeze .......:,. .eezeeee:z seztat% seewem emu: mem xseego mem 470•I• + lc/ , l I 1 1 � 1- 1. TEMPLETON ELEMENTARY SCHOOL . N ..[ :.NNf. I -IE--+ I �� I C5 . Z C5 .4 _ -11So t, / __ 1 • . - - .. , .-, I \ 1 ,, �'7 ; Q , i /1;7i:: ....[ 1 . _ _ ____ _ _ , , ,,,* 3 ... ..:. . _ _.. ...._..._..._ 1-ri r •—•------ ...:I f r L! a a \ I I :. — — CC I , 1 r 4 • :�f . sir i _ _ _ 1 .\ V'''",::::::::::::,""-----------"/ 37:3 O d- . ..\\ ; . 1 � � X.,',.....--- \ i � �• ` t` r---7 Q L• C'1 C r < `4 ...Al.. . s R l 1 . \ CD CO I— is 1 ii ii`, .„. , ....... i :i;;"'::.:'.‘•-:,7.1..-:4,i. . , \ „-- / -, 4:'...A".' ^ 1. i < 1 CZ IF E co / I Ch a a a / ' • • 0 \ -- /f` '1::// i „.. .�._.._ _... �" � ---.....,:-- ,..... w _- cam : . f t it l y i • ,--' _ ,--——, ——— -4, ' ' . \ "-----71:-. 1'.----...„,, '',,,. ..% - 1 i 1q3ff / . .. 1 - -- --- -- I - // 111 SW Flfth Ave. Suite DD � 3 �;I// I / 'i Portland,OR 4720425 p 1j J 'r/3 /f 1�� i .. F! :ll.\ ` '1 f/,.. �/•. \LI%{ .. .\ O:503.227 3751 �. " .< �"� .' \ • Fw3k 74.4681 h ~/ +< f .. `�. ...� } Y 5..... . V,<:_. y„ 4., �. .w''-.. .. �,: ``l•i.: ;` litv '.�'Y "ci f.� e ,,•:,.' ra / Off.corn a ...11...1. .. MEM }N vre o I I I I I I I ' I I �/ J \ t` N ♦ CO co - - - - I \ I I I I I I k e y p l a n o I I I I I II _1 , 1 I IMill i_ o phase BID& PERMIT SET U UTILITY LABEL LEGEND SHEET NOTES O o STRUCTURE LABEL STRUCTURE TYPE 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL datel February 9, 2018 BE CONSTRUCTED PER DETAIL 13/C6.1. 0 UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY CALLOUT DESCRIPTION SEWER, W=WATER, FP=FIRE PROTECTION) COTG CLEANOUT TO GRADE revisions STRUCTURE TYPE CALLOUT DCVA DOUBLE CHECK VALVE ASSEMBLY 2- CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION AND INVERT ELEVATION AT PLUMBING POINT OF CONNECTIONS PRIOR ID NUMBER (WHERE APPLICABLE) XX XX FDC FIRE DEPARTMENT CONNECTION TO CONSTRUCTION. PROVIDE TRANSITION FITTINGS AS REQUIRED. Z FH FIRE HYDRANT LU N=XXXX.XX w LOCATION (WHERE APPLICABLE) GM GAS METER E=XXXX.XX GV GATE VALVE 3. PROVIDE SOLID LOCKING LIDS ON ALL MANHOLE STRUCTURES RIM= 11J EIN = XX.X �-•—STRUCTURE INFO (WHERE APPLICABLE) MH MANHOLE 4. PROPOSED STORM UTILITY IMPROVEMENTS SHOWN SCREENED IE OUT - XX.X TB THRUST BLOCK FOR COORDINATION. PIPE LABEL HB HORIZONTAL BEND LU 5. APPROXIMATE GAS LINE ALIGNMENT SHOWN FOR UTILITY LENGTH COORDINATION WITH OTHER PROPOSED IMPROVEMENTS. LU UTILITY SIZE CONTRACTOR SHALL CONTACT NW NATURAL TO project# 16054 I- SCHEDULE INSTALLATION OF GAS SERVICE AND METER BY XXLF - XX- XX UTILITY TYPE NW NATURAL CONSTRUCTION CREWS. CV S=X.XX% SLOPE (WHERE APPLICABLE} UTILITY PLAN - OVERALL ,r-co Urldt_i_ SCALE 1 INCH =40 FEEL C5 • O Nw J 40 • 40 BO LT_ 1 SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND INFORMATION. ' ! :-.'""") ''',10 is 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. 3, SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING 11ME FRAMES AND AREAS OF WORK. E 3 .� ...... _ ...............,ry; ! •--•_„l'3 -._.....r.... . I .`[NZ • LYLI : . °'' �i)t,r i �.. .•,1\� ,' 1974 'y .. kkSS '`{i.-,. .... .._... - -._. _........_......... ..._......._,,,..». -.".....--'--._....................................»...........,......._....- ... f = `"c"�` .�" ;" `° d trt' - _ •:, „c r '` -' ,.. - - _..._..-- _...._. 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS .,�.. r. ... ..,r... aiL'.. ,r...3�,..,M .......,.,_.....�.,...m. :: 6,,:& .;�;k�'.'3?._.S"'..- i .Mrn"`- ....__._............................�.,, ......_.,, ...._. ____ „,.,...:.... ?rn � :r � _-- - .w - RNS _,,..._..-.».-...._ AND TEE FITTINGS PER DETAIL / 6.2. I S -,, .• ... - , ---- - H:,a _--....._.._ a Sa •--.._._- $ .0 ...............r' - h S'S a.4 F.5s- s,:5s '�� 8 C �� ', � .m_,,_... .. ..._... - -.. _......__. y t r-r- 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. i:. �., ,,.,."""".- :• / / .1D'WIDE SEWER EASEMENT .... .... ... .... .. • II , `� BOOK 998,PAGE 746 _ .•, :;, ':.:. .. .3a: _ - -- -- -- .. _ ,,., '-'-'-'. :' ;.. ,:;�:;: :::- .. - RAISE EXISTINGnaw .- EX RIMM 27 07fi --f------'s ; :::._ .,,,,? �. 1,, r< 1:v; r m.- m--...,..-.11, MO.,...w..r..Ja►i .�..�r6. r'1...--�-' Ori-mil N ,:.. I O KEY NOTES NEW RIM271.05' \\\\1\\\\\\\\r I I .\ I u j 'ili ...........,I .,_,__......_.............. ........ � AMR I ;._....Tr \ \\1 ��` � NOTE DESCRIPTION IIMMNIIII I k / \ i » -� , I / 1 CONNECT TO PUBLIC SMH \ J \ p / 1 _ ..3 6 i I ♦ // I MANHOLE TO BE CONSTRUCTED TO TRIP RIM 1I I T 1 .=::=:-:-.7:1'' -- ----'-----{e"`-:13 -. ♦ f ELEVAl1DN. PREPARE SHOP DRAWINGS TO ALLOW -_ 4 It ,' / f / ` 1 \\�\\\\\°r\\\�\\\\\�\\�\R .\� \\\\\\\\„ �\ \\\‘\\\\\\\\\\\\\\\\\\\\\\\\\'_s- ♦ 1 y f"` I I ADJU Sl MENT TO FINAL RIM ELEVATION IN FUTURE ta t € t I /.;' t€5I \ ♦ -,I -` _ PHASE OF CONSTRUC11ON. / d / 1 I ` \ \ ' °A ' I 3 CONNECT TO EXISTING 4" WATER UNE WITH 4" I \ Dull Olson Weekes-IBI Group I4. f 1 i t / /,.. ... ! \ >� TEE. ti / `'...... ./ \. " ' €. ..... \ .'\ `\ \._A\ .0 • eJ ', I " Architects, Inc. w,,,,,,,,,,,,,�....�., / / ,.� �� 4 CONNECT TO EXISTING 6" WATER LINE WITH 6 TEE 41*nog ® w I \''\ \ 1,ti ` \ wA.4„ AND 6'x8" REDUCER. I / ! \ •• 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND 90 SW Stark Street Portland OR 97205 USA t , .....\ / �� f ry tel 503 226 6950 fax 503 273 9192 -.. -w-„yW„ // EXISTING 4" POTABLE • I • VAULT FOR IRRIGATION, SEE DETAIL 1 C6.4. 1 / ,mss V <° ". •' • " www dcwa-Ibigroup.com www.ibigroup com I I - / 0 irirlDC SEWER EASEMENT UNE w ` • \� � 6 INSTALL 3 DOUBLE CHECK VALVE ASSEMBLY AND J,,:>Y / 1 [� `AT [ .................. \ ,<-� :,: � ° • VAULT. SEE DETAIL 2/C6.4. i•-• . I . BOOK 998,PAGE 755 \ m vI ` r /. 11111�7 • i,,, � / ;cv / �` g r d a 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE i � / / , sit \.. f' ' A DETAIL 14/C6.1. • i'""-. ° \\, S 1 I !,-•••• \ r ' $ INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL I,, / L_____-:: _ t \ JAMES TEMPI ETON ELEMENTARY 5£:F OO` :‘.-- �s i�` ' / cz x`' ; € _ `z - 9 06.1. 0.D PROre TSI r" :r1 / y � t� / / \\ 9 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE �,\5\. r,t N sw0 .-A / k''''''' ''' '' PRE-K / DISTRICT BUILDING' AND 6" GV. ��; E�9 �f 701 1 \\\\ \. \\\\\`A,\` !,``` STOPY r °A, a 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN I / _ �� J / i' VAULT FOR FDC UNE. SEE DETAIL 6/C6.3. / f I / ��-/ i • OREGON 1 E� _ _ _......... m / ! l xIa .�' ��. ro la��°p I _ " �. . ry /. -- '' ., x / 0 UTILITY KEY NOTES NAAK4� , t REPLACE 3 DOMESTIC WATER r. r 1 �► f --•r••- \ t // ,\ h t1. METER AND KILL OLD SERVICE. ' r .. Ji] _ 1 I �� s \ , , DwllunoN DATE. 12/3103/1 I SEE PFI PLANSET AND DETAIL �.dadj \ / Y !I-HI __ . ', 1 ;_--7 € a �\, NOTE DESCRIPTION i.( ' 45 wg ,*\ `/ CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS CONNECT TO EXISTING GAS LINE I / \ - NOTED. SEE PLUMBING PLANS FOR CONTINUATION. EXISTING 4" POTABLE \ / s ! RD ./ I WATER UNE ;, =� I % CONNECT TO GAS METER. CONTRACTOR TO mw tt \ H NA,. t\,\�• t ? . 4 " f .t; 4 w G COORDINATE WITH GAS COMPANY. SEE PLUMBING _ lel e 'T _ .............._ .......: `; �, % ;' `u PLANS FOR CONTINUATION. f „z„-r. r GAS SERVICE TO BE INSTALLED 11 I 4; �, L-:\ N, `1 ` c_;''A*,.\, `' /. I �q CONNECT TO WASTE UNE. SEE PLUMBING PLANS w FOR CONTINUATION, SIZE AND INVERT AS NOTED. BY NORTHWEST NATURAL I Im \ \ f , . I �\i cy o w S ��` _ ,. �$ r, " I' , ° ry tip r u W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING ,4, el H g a f rt ��\\._,,\\y\ a `- ?' 1 PLANS FOR CONTINUATION. SIZE A5 NOTED. a WATERLINE EASEMENT G-- 4 j •11 / %/ ;i . i ° `+.a G fit`. a • / I I J • pOLU EN NU A I - r at I� CROSSING. PROVIDE 12 MIN, CLEARANCE, ____,`,•--------- - UTIIlTY CE . :<.:. 3 ! I I• Th • \ - U.N.D. TEE -010 FP TEE D6 r `1• ,rr �,s� Y 1,_CI :` fir.•• �1, co �.�."'. \�3�iI' • W I7CVA-01 ,� .. � 6" HYDRANT �7 � � ,. � ��s{ . �? � � � � �t� `� W, , , r ' -------,4-_ 1'I f TEE W/ 6" GV 2`�CF \ i/ i i r' 1^ __ - W HB-02 ;4 PROTECT EX TIRE ,.ilk ! EXISTING 6" FIRE --- -.. ` 6FP \ \ HE, / ;;f;, 1,; DDCVA IN VAULT FP TEE-03 WATER LINE 9 LF - 6"FP \ \\, " • ` 18 LF - 4"W FP HB-DB !1�xc \ ttlx �._ r / 1'!r / ir, • }+ 1 22 LF 4"W v �` ,414!� 41, 1= ..... r ' .:.. FP FH-01 \ �, / `,` ,. ,,fiJ �' / r 4 O W TEE-02 (1N-ROCK) € �� ,1. 1!! I - - - / �' &' • jl ° 7 FP FDC-01 4"X2" TEE W/ ��1\�. I �• I Air 1..•I f,r ��'r`� I a IW HB-04 �" 2" GV & 4" GV i '•: - FP HB-09 \.... ori /1 :/ 1°f /1.� ) fi /" , � 1� I if FP ll FP F FP " FP FP I FP F rt9' TIiIf ° 'OW pCVA-d2 (IRR) -.._......._........ 275 LF - 8 FP .q \ x7''; SMH-2 O f' HOOP I V I :: \ I •ji �j r N 132189.43 �i ItP I� n� r -"'-11 ® T o / 4,4; ' A A� E 322186.89 1 0 c� J 1 .... / .. t • ,/ • TEMP RIM=259.64 ° e N --;30-FP TEE-04 I Et s y` / i \ ;i�''flip ,. FINAL RIM=258.79 " ,,,ry t` w...w... .._ IE 8 IN 252.36 (5W) V .. "7:// i W/ $" GV I co I ,��, w _ ._ ��45; # \\ ° 4• IE 8" OUT=252,16 (NE) ;` , O 5 (()�e t I .._............ + f . i'' \ F'/iR�o .Y ! . 1i/ crs 169 LF - 4 FP- f / ;I i ;`► FP FH-03 �'k f < j ::� 1 f = I ` `.r `{ 1. I r• � •f'► , \ �\ _� /..1 trf a." A Y f% 4° . E -_,=. D) r • • • • • t '~' S 1 , +.� ,1.. rI le1 / f �S�; \ \ ` i;,..2" -\ < ; /1, �F a A < , LLJ {��y�n co �:" ► ' ,.11,• •1• \ \ - r. �, �/ L-_..„6..... r��.1 ;r , ' s/, \a ` ;rr, \\ FUTURE WORK M I E#CfP • �� _ o ti i 0 r , \ :. I ff1 \ SHOWN FOR 1.&,,: � �• p �o Cp .. a �' �. '"� iii, \ \ REFERENCE, NOT , .E r .,0 vi P I C C3 ., • it \ \ IN CONTRACT yo.---/ 0' -..• L 2 cv , -zi / ® / •n-'s'i �- .-,.' I -- \ \ ter`';�r ♦• ..! slx�rrrsa�. ,•# . / ` / MS co ' �/� f, \ �' AREA E .-. - - - # "� ,.. �. .:zW. _, �. I i�� \. �; `\ �; \\ ♦ ,_ �' •404,.... ., t. tan / "°'r"�'T ' -•-''''''''"Li `� � 12' 3�z f -..: ;,�.,.....m....... ..... -_ - 1 II � \\ '•.�� . �, ♦,�� Fp) .._. •..._ . PI'/„ ,at ': .. ::..,iU. ��:: ` , ..1 . I '''.=• .,,,. 4, t 1 1 1 /:: 1q3fif I Fr 8"_ r 1!!, ):. . :. , ell,-1 TETF€ERBA E GREASE INTERCEPTOR, © IE-2fi3.50 __ _ I 1 SEE PLUMBING PLANS r I I / UTILITY LEGEND AA!! _ � IE-262.80 --,, - I / 4 111 SW Fifth Ave.,Suite 2500 oil man 1 • �•fm SANITARY MANHOLE L61 Portland,OR 97204 iI'� •\ MATCHLINE SEE SHEET C5.2 .: .. / S a:503.227 3251 S SANITARY SEWER UNE F:S03.274 4661 WNW icalf.C12171 FP FIRE PROTECTION LINE .;4::t1: , W WATER LINE x03 121 NG NATURAL GAS LINE .. FP STRUCTURE TABLE W STRUCTURE TABLE S STRUCTURE TABLE FIRE HYDRANT ASSEMBLY (c-) NI. STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING CASTING STRUCTURE ID NORTHING EASTING u or, FIRE DEPARTMENT CONNECTION (FDC) CO FDC-01 132200.96 321738.22 I DCVA-01 132209.97 321744.39 MH-2 132189.43 322186.89 11048 4 GATE VALVE (SIZE AS INDICATED) C8 FH-01 132211.40 321929.44 DCVA-02 (IRR) 132189.32 321743.64 key plan JIMI 11 FH-03 132146.66 322062.43 phase BID& PERMIT SET � HB-01 132209.38 321739.06 U HB-08 132218.35 321907.43 HB-02 132209.37 321752.03 119-09 132185.16 322023.93 HB-04 132192.32 321743.64 0 TEE-03 132205.00 321749.02 TEE-01 132225.09 321739.06 date! February 9, 2018 o C/} TEE-04 132185.16 321749.02 TEE-02 (W-RDCR) 132192.32 321752.03 revisions CC TEE-06 132224.06 321900.64 Z LuLLJUri I z I o I- LLJ 12- 2 LLJ project# 16054 r- CV UTILITY PLAN a° I--ca 0 0,3 C5 t.\\\ 6eL . 1 o�= / SCALE INCH=20 FEET �z 1cD-Z • NMI k� c)-IC•Jdi IM 0 20 40 c•JtL SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND 4 INFORMATION. 1,0000.....,,, ,,...) 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. Er MI 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES •. AND AREAS DF WORK. + - - - .m. ` S " MATCHLINE SEE SHEET C5.1 i' �; - ' ' w I I 1 7 t I 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS i �� 1 AND TEE FITTINGS PER DETAIL 8/C6.2. LIP 1 .. 10 FP BALL DRIP VALVE 13 LF - 6"FP ., ,, I�_\ y f/ r I. i 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. J _ __ ']. .- .. r i I N 65- 0.°,014 ' 1 N 132051.02 O t FP TEE-05 � r 4' TEMPLETON ELEMENTARY SCHOOL S , ® KEY NOTES 8"X4" TEE W/ y ? 0 3' • E MP211M= TEMP RIM=257.22 4' GV & 8' GV '' ,,, IE=253.24 © � ; ENAL III 253�8 (4�.32 NOW DESCRIPTION FP HB-07 _ ♦ y ~- IE 8' OUT=252.98 (NE) 1 CONNECT TO PUBLIC SMH 24 LF - 4"FP • S. • �� ! 2 MANHOLE TO BE CONSTRUCTED TO TEMP RIMlifilitilita\o1/40) B ® 1D LF - 4"W�`\ -�_ ` ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE �"�` i1 11 I i PHASE OF CONSTRUCTION. li ',` -VM H9-0.3 / \ _ r/ \ ; i 3 CONNECT TO EXISTING 4' WATER UNE WITH 4' Dull Olson Weekes -IBI Group ' ! _ i iI TEE. Architects, Inc. I .1 f 9 { r____- i 4 CONNECT TO EXISTING 6' WATER UNE WITH 6' TEE N. + AND 6-x8' REDUCER. . ! / 'y l� VAULT FOR RRIGATION.ECSEE DETAIL 1/C6.4. AND 5 INSTALL 2' 7 SW Sta 5 ee orUard OR 97205 USA is f.. _ fie' Srr /i 1 f � 4 www d aBib gsroup.eom fax www.b3gz73 9 t 92 oup com i _ � --- " ; 1 I f . 6 INSTALL 3' DOUBLE CHECK VALVE ASSEMBLY AND 4f „ ::: . j'} � I VAULT. SEE DETAIL 2/C6.4. r u 1 ""' "' *- F # 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE A - .._ _ a t ,'' \ t I J DETAIL 10/C6.1. � '•f-, zi. ' " 'N. I 8 9/STALL FIRE HYDRANT ASSEMBLY. SEE DETAIL I co[ a r..,1 '• _..__._...._...,_..._...-m-__._ 9 PROF£S CONNECT TO EXISTING 6' WATER UNE WITH 6" TEE �\� �,r+ s�o \\V, `•. 1 1 AND 6' GV. �4 �a 9 y� :: 3 • 79701 Pf 0. 1':1 xi i 1, 1 ' Wit 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN FI - `- i �� VAULT FOR FDC UNE. SEE DETAIL 6/C6.3. �-/ -- k -AAAA_.. .. lj 11... 1 i i OREGON li _ { •t .� t t A ��l f Q lo O I ... f 0 UTILITY KEY NOTES 'G� H�R��°� ______ ii . Ir-. ' t ~^ �' \ \ NOTE DESCRIPTION \' CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS i 11\ : � • 1 ti.) NOTED- SEE PLUMBING PLANS FOR CONTINUATION. - ----.4",:,..--.-"4 -. ' i , a [1lPuIIIIIIIIIIINIIIIISIIIIIIII -AAAA_..__ `� _,,� _ ' =�' CONNECT TO GAS METER. CONTRACTOR TO '� I-u G COORDINATE WITH GAS COMPANY. SEE PLUMBING 1 ! i ` 1-ctj PLANS FOR CONTINUATION. �� .,. _*_,_. • � � i ? \ N Lu CONNECT TO WASTE UNE. SEE PLUMBING PLANS "-"'- ° 4y' ; �' S FOR CONTINUATION. SIZE AND INVERT AS NOTED. - - ; _ u-I W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING T =,\I .----' PLANS FOR CONTINUATION. SIZE AS NOTED. f ` z w., ;,� r II \ } 1 / -FP HB-05 '� - ; \ N `V„ UU.N.O.N 0 CROSSING PROVIDE 12 MIN CLEARANCE, - :AAAA. --•,, g 1 ,,,-)e) r 'rr"a�.'x'. .�.,.M,w""-- ' ,..,• �- �� N\ \ may) . : '-�=......_...._................_-•. /- �< 11 ' -...,,, , A • \ ‘,„ 1 0 ,,, - . . , ••••,. c...) , \ ,,,, ---N I \ N. .... ... - ... - - , . �,:�°} 0 0 o e o �` •L it,\, i \ \ • ..... ....., , ..,) , ,,,, u-) ‘. H ; 1 . \ .„,„ ,..,. , ,,,,,,,.... ii \ , 0 -0 ��1 , „. , • 1 i / \ \ �, 84„, / A _.__AAAA_ ,• „`.„., = f N. 11 r- - iI I / 1 i Li \ _ _ ,---1 . r"-----‘,. ;, /-5=7:,...., /1/ 7 i 1 1 �t (f ), f o N 1 '^ '��,..�..� ,..«_,,...«.. ...,2........._...,-..ew. .. � � _ AAAA 4. _ __ � [i �'� i i Sys. m AAAA. K- ; f 4 ';..�.::::..._..� _ .,:k:: <L: � - ..k, '�...:............_AAAA. ..:- . iT.'•.Y'^` .w�.-...-. e i I11 AAAA, -.. AAAA... F I i TEE-O7 �l1� .. /FP 8•X6' HYDRANT TEE � _- I _ 4.-7, c� '✓ FP -� ANDB6.B�vD FLANGE ® :1 �r \ Lo ! `` �. / ...: ccs' a :_. ... s:.::awr. ax:wa.... x - ;r...,.- :.::a+� "w ;::. ;r: ... AAAA _: [_..IIIIIM -3 .. .. -31wwgE_:; IC:: :"fes:"::. .. ... ... I .. AAAA - - - __.. ��; ;rte , ,...N,i i I .- W •-• I 1 � I k�� ---...../;� 4 F- �1 c o � I ito. CD -CD `\--,-----.. j j \-FP FH-02ID j• I I I \ crs c i L A, ,.. I € `- I -. .... a...-... ... b ._ ._.....__� = _ CL E [� cin i �... - �7 0 0 0 t '* t \ S �\\ I •j `�" 11,/,,,,I. I t i 4 1// / '\ 1 /� w } y - �� .i' \� f / ..''""., I ■ C!� + % +i\/ / \\ / rIiiii ` I\� f '�`•ti,t .r""�,� -w.... ` , /yy��` .r .,"'''' ....._.... '''''''..""•-•.....7 € t :''''' '''.. :+ r"�� l .. �ti - �'".a \\ '�; 'may, `r..•'•✓'w � .‘,.‘,i1 l f r r i f -� -' •- ... ».......... ' �- ir, "- -,..• ti4'... ,"1 ....� .-AAAA �,_ • �'' f \Y: ti F I: I �--' 1 ! N` 11 � !/1 :\S 'mo i; /ii`•, ft ij ; tl�� .%f t j = r' ''''. /.;1 ilt ` • irr `t\ /. 1 .\ ` { 1 \ j l ;\~ j ! 1 I °� �I l l! l ! l ` ♦ fr i i{ tj11 /tl; i•i�� ,, �(1 ' """.`� l<Pffi .. .:,..r„ ..arm-- -:•�G�-=-wr air: rr".r: '4� .e ,�::�.: ,. i :- 1 �,,-.., _. ,�,.. - -- - _.�.,■»�-- �. .mak-:.�. ,�:.-�F �+�a' i UTILITY LEGEND I . 4 SANITARY MANHOLE C5 L ill SW P1 have.,Suite zsno Portland,OR 97204 ` I S 0:503.227.3251 SANITARY SEWER LINE F;503274.4581 www.knSsom FFIRE PROTECTION UNE �'�`7 0 - W WATER LINE 0Q O c, FP STRUCTURE TABLE W STRUCTURE TABLE S STRUCTURE TABLE NG NATURAL GAS UNE 1 _21 4:4711LI: a4. H-- - FIRE HYDRANT ASSEMBLY NI- STRUCTURE ID NORTHING EAST1NG I STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING � ' c'sJ '�' FRE DEPARTMENT CONNECTION (FDC) ••3-.--,:: " c"-, 3r:c , ' x..?•:'•• BALL DRIP VALVE 132043.44 321738.37 I HB-03 132026.03 321752.02 MH-1 132051.02 322117.12 co O FH-02 131765.39 321910.61 C6-1 ►4 GATE VALVE (SIZE AS INDICATED) key plan 0. HB-05 131874.18 321749.03 r 0 HB-06 131788.55 321834.66 phasel BID& PERMIT SET a U HB-07 132031.49 321738.39 O TEE-05 132033.88 321749.03 date February 9, 2018 U TEE-07 131788.52 321910.44 >. revisions i� Q 1- z L.1.1 J Uri 0 M project# . 16054 1-2- (NI co I UTILITY PLAN U C 5 it� SCALA ■ 2 c,. 1 INCH=20 FEET tD lYME ME MIMI a)-i 20 O 20 40 1 N LL SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND 44\g INFORMATION. c''''''''''''' ' '''''''%'k1 2. SEE SHEET 00.1 FOR ADDITIONAL CONSTRUCTION NOTES. f or n 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES AND AREAS OF WORK. a. L . dam - - - - yr.,..,,,.,,,,,,, _��: .. _... - - Malt..-wn. - - -- - - - - - - - - 4. HORIZONTAL WATER BENDS ......,.•.., sAYi.. .:..__...�..._ ......_......_ ._...__ _ � '• � � � CONN TO EX SS MH ' ' PROVIDE THRUST BLOCKING AT ALL .. -- -, , _. .».................a_ 8'51- 4"SS_._ •:; B'3i........._.---....... 1 , AND TEE FITTINGS PER DETAIL 8/C6,2. 8" IE IN=250.730 (SW) I 0 _ 1, ' EX IE OUT=250.53 I 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. •11 5o0, KEY NOTES t . rs \ \ " ': N 132394.95 , / / ♦\ ;yR ``•, :.' /to N911 DESCRIPTION ' ' ` ., E 322290.50 1 • ; 1 CONNECT TO PUBLIC SMH ,, ., TEMP RIM=258.31 / i 2 MANHOLE TO BE CONSTRUCTED TO TEMP RIM FINAL RIM=255.56 / / I 4 ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW "IE 8" IN=251.24 (SW) / / I I \ ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE PHASE OF CONSTRUC11ON. \ ` ® IE 8" OUT=251.04 (E) /1 / / I /Zr _ , / 3 CONNECT TO EXISTING 4" WATER LINE Illy 4" �� ,! ,�; 1 / 1 ! I .� N \ /7,--- �E. Qull Olson Weekes-IBI Group t I I / / / / M.,,,� \ Architects, Inc. I ( z / 4 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE a� l 1 / I AND 6"x8" REDUCER. O ii i / 7 / �--""` ' j i \ �� 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND 907 SW Stark Street Portland OR 97205 USA < / / l tel 503 226 6950 fax 503 273 9192 ^� ♦ / '' I t — ... �� VAULT FOR IRRIGATION. 5EE DETAIL 1/08.4. ♦• \ • \ / i' www/ 6 INSTALL 3" DOUBLE CHECK VALVE ASSEMBLY AND i 1 ♦.• \• ` \ / -i - f \ VAULT. SEE DETAIL 2/06.4. 1 ♦ ��`. \. �� ' / 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE I ♦ N -- DETAIL 10/G6.1. ♦♦ 8 INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL ♦• \• .. ,w - . — 9/C6.1. o9 PROFF ♦♦ \ t' A i 9 CONNECT TO EXISTING 6" WATER LINE W1T1� 6" TEE ca .0 1 N ge Ji ♦ �•,i — E N AND 6" GV. 'k < 79701PE 4, } �♦, \ 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN �� I .I \,, VAULT FOR FDC UNE. SEE DETAIL 6/C6.3. ��- •1 '. :..a,. :: ::• ;mow ..• - \ i UREGUN ��5tuc ti.nuA ,ogUt't. ra 3°a‘��o a 0 UTILITY KEY NOTES /+VARKC� • • ..... ._ .....».., .. D(PIWTi()hpA7E' tU71/711H _._.._ NOTE DESCRIPTION ` . � 0 CONNET TO FIRE PROTECTISYSTEM. SIZE AS >ri ; III r :` FP NOTEDCSEE PLUMBING PLANS FOR CONTINUATION. U I. I- t --4, L---"!`-__ CONNECT TO GAS METER. CONTRACTOR TO H-u_iI f r• '`� J I "'1 G COORDINATE WITH GAS COMPANY. SEE PLUMBING II /fPLANS FOR CONTINUATION. 'i ` ICONNECT TO WASTE UNE. SEE PLUMBING PLANS w I i i,L I 1'""� S FOR CONTINUATION. SIZE AND INVERT AS NOTED. w I Es ,; I A... CONNECT TO COLD WATER SYSTEM. SEE PLUMBING 2� I i I t II I WPLANS FOR AS NOTED. 2 _° , , r< I 3 II UTILITY ROSSING.NPROVIDE 12"1MIN. CLEARANCE, HI 'p r I I u U.N.O. I - . i / \ \ Is J-, t ' i. . I . i * \ ,,,,;r J �,/p ,I \ :rAYtAll CV l = 4 \ _._:, 1/\ j 2 o :* W co up 0 I— € r;-3-O 4- cn cc * % \ ,, cu .— to um) u-D coo UTILITY LEGEND 32° — �� - 3 SANITARY MANHOLE 06.1 .--..- S SANITARY SEWER LINE ti'• J° FP FIRE PROTECTION LINE l<Pfifi ! i W WATER UNE f:` tiry'€p,1 111 SW Fifth Ave.,Suite 2500 — POPortland,OR 97204 1jNG NATURAL GAS LINE o:503.22.3251 ' + MATCH SEE SHEET C5.4 F:503.274 4581 4- FIRE HYDRANT ASSEMBLY www./catcom -1' FIRE DEPARTMENT CONNECTION (FDC) �" ri5) .:* .','; 441 C1�) `J oH GATE VALVE (SIZE AS INDICATED) O .,. -. 0 S STRUCTURE TABLE -- ': ,,,.. r L STRUCTURE ID NORTHING EASTING O N co EX-MH-1 132419.31 322363.15 co MH-3 132394.95 322290.50 key y plan J a phase BID & PERMIT SET C) J Q o date February 9, 2018 ca revisions >- rx z LIJ L Z O a project# 16054 1.— r-2. (.4 c-, UTIL - UTILITY PLAN cli c-6 MQ ac),. SCALE 1 INCH=20 FEET C5 • 3 OZloon.n_i _i rn� C_i_2- 20 0 20 40 SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND INFORMATION. ��,y ;, '''''s84) 2. SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES. ; 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES ritill I I I AND AREAS OF WORK. � MATCHLINE SEE SHEET C5.3 - 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS AND TEE FITTINGS PER DETAIL B/C6.2. 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. ' ::,‘ � ' 0 KEY NOTES /II\\ -N‘ NOTE DESCRIPTION 1:11/7j1/ - )( i 1 CONNECT TO PUBLIC SMH 1 1 MANHOLE TO BE STRUCTED TO TEMP RIM ,/ lam --`` 2 ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW 1 1 ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE PHASE OF CONSTRUCTION. 3 CONNECT TO EXISTNG 4" WATER LINE %MTH 4" Dull Olson Weekes-IBI Group ` N` TEE. Architects, Inc. 4 CONNECT TO EXISTING 6" WATER UNE MATH 6" TEE I E/ \ \ / AND 6"x8" REDUCER. / 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND 907 SW Stark Street Portland OR 97205 USA I if C.) VAULT FOR IRRIGATION. SEE DETAIL 1/C6.4. tel 503 226 6950 fax 503 273 9192 www dawa-ibigroup.com www.ibigroup.corn / 6 INSTALL 3" DOUBLE CHECK VALVE ASSEMBLY AND VAULT. SEE DETAIL 2/C6.4. I 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE ! / DETAIL 10/C6.1. �: / 8 INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL w 9/C6.1. co PROFFS — 9 CONNECT TO EXISTING 6" WATER UNE WITH 6" TEE ? 1 N SSD , t AND 6" GV. 4. �A7970'IPE PEP I- 10 INSTALL CHECK VALVE WfTH BALL DRIP AND DRAIN ��, F VAULT FOR FDC UNE. SEE DETAIL 6/C6.3. 5 -„ OREGON 4` I � ,a �&& 10 tv0� 4 0 UTILITY KEY NOTES , 4/NARK`6••1 .447 . ;f \ A j ‘\::, •�; � \ I EMI�RATIOtN UATE�, I A ` NOTE DESCRIPTION FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS Lri \ NOTED. SEE PLUMBING PLANS FOR CONTINUATION. Lt ,`-\ - ` CONNECT TO GAS METER. CONTRACTOR TO G COORDINATE WITH GAS COMPANY. SEE PLUMBING L. f` PLANS FOR CONTINUATION. `" CONNECT TO WASTE UNE. SEE PLUMBING PLANS w S FOR CONI1NUATiON. SIZE AND INVERT A5 NOTED. CONNECT TO COLD WATER SYSTEM. SEE PLUMBING Z f li \ W PLANS FOR CONTINUATION. SIZE AS NOTED. T f ' j ! ,I UTIUTY CROSSING. PROVIDE 12" MIN. CLEARANCE, ,` {I .N.O. 1/ .•-•---1'N I 1 f , ` a ff 0 \ / 1. o \JJ ---„, „ • . I 4 ji 1 : sig 5 -V1941:- .. ` ' 1'( Y ,'' J "' — "-""-- .,.- •�° E —.._ `�`w;gi' :...-/._ — — — r t Oce r f sa; r u il? ---7,7 \KNNN--:‘, a) = E.' I `, 1ti � 1 W I U3 ' vij ° ,, F o 0 ✓ CI) ',rte _- up ei -- o 0 0 / v �� n �n / q, (144-zdF I , µ ,;,/ ' `". � UTILITY LEGEND ,, ,,. :,>y z u w SANITARY MANHOLE C5.1 1<pmff " f�a` f: 7 t' �f I• r� '.� .. — .� o �ryrr-.. S SANITARY SEWER LINE t T 'iti a FP FIRE PROTECTION UNE I \9` '40:azZ.,0X1.0V.N.' '4:1'414 1%- / + I / W WATER UNE SIE sw Filth Ave.,suite 25C0 I I II I I � � NG NATURAL GAS UNE Po an , 97204 0:503.227.3251 l F:503.274.46x1 t FIRE HYDRANT ASSEMBLY iwiw.`OA`.Com -1r. FRE DEPARTMENT CONNECTION (FDC) 0 mGATE VALVE (SIZE AS INDICATED) 061 IOC;) O F- F- 111111111N CCo 0 key plan J d 1-5 a phase l BID& PERMIT SET c.> 0 o date February 9, 2018 o co revisions a z w w z o I J o_ m w project# 16054 t` N UTILITY PLAN Ii. SCALE 1 INCH-Z 0 FEET C5 . 4.,20 0 20 40 PIPE TO BE FILL PIPE WITH CONC. VARIES ABANDONED II 1' MIN. INTO PIPE INSTALL 3/4" x 18" I , �. o 8' TO 12' 1 DOWEL ANCHOR, TYP. I PAVEMENT SECTION EX. AC AREA f (U.N.O.} _ 6' IF X < 4'4' : 5. IF X > 4..: •' o • 1 / !,. " + : ♦ -1/2" DENSE GRADED, 1(4'''''''''''' ''''''Th APPLICSAWCUABLE, WHERE LEVEL 2 HMAC APPLICABLE BACK OF WALK (TYP BOTH SIDES} X • to o ♦♦ ;` ? BLDG., FACE, OR ,,/ ' • ,, . II ;€ PAVEMENT OBSTRUCTION O > 1 WplW1 ♦ .` o,--8,--. tzt,,tm!tt,,3!!!'!,!,!,!,! :•••t'1!:,"!•!,!:::::::iiitiii:.,1,], , • ''',:liM. :•I' :1•:0,,z-l''' , ..., O : : PACKING MATERIAL TO J � �"�• 14 DETECTABLE,• •'� x a7`.,N9:11:....,1•,, * CONTAIN CONCRETE "� • Migli WARNING Q .-t `. il...„ V,.•,..,_, • _/ 3 6"----6"-- -.- 6 6� 4 } \t„ . I ZO �:jt. 3� dr _S"1":1 . (WHERE' : . y `. `� 3 ' BASE COURSE EXISTING +sHowN oN= , , .,t . _: PLUG ;O44,11,4#441.BASE Cou s� PLAN N 3' a°aaoa°aa6 °on o a � • rt:;$4.lap Vl �' ,'.Q' ." ' °°° °°°°°°° °° a SCALE: NTS 9 . / i! : o0 . E �;•1QR AJAX DRAINAGE.. a a O Oe <..: ., d ... :.. .. Ne SLOT, TYP. �{`\ N4--- at CSOMPACTED EX. SUBGRADEMil N DEPRESSED } NOTES; 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS ' CURB AREA TABLE A: SECTION DIMENSIONS 3'-41R APPROVED BY ENGINEER. /Al PLAN PRECAST CONCRETE WHEEL STOP HEAVY MEDIUM LIGHT 1' I EDGE OF RAMP TO 4" CONCRETE 1 �- b BE FLUSH WITH AC SIDEWALK 'c �I SCALE: NTS AC SURFACE 5" (2 LIFTS) 4" 3" co PAVEMENTN "' 2'-a'R Dull Olson Weekes- IBI Group SECTIONA”.7"77--.;: I c� EDGE OF AC14" " " Architects Inc. 3%" } PARKING LOT �ECR�T 6 BASE COURSE 12 8 8�-- • 3" } / } f CONCRETE ' Cfi.O a >'",� d ,N saR r4 ... . a Lo ADA 9 WHEEL STOP Sb ° 4 tit i ,-- i SIGN 1•fi.0 (WHERE rt w • ` A ABASE MATERIAL " �' APPLICABLE -TYP. ASPHALT PAVEMENT SECTION 907 SW Stark Street Portland OR 97205 USA .';'.;‘'4,4...7%:.!.;....,,...i 1 • 1 -0 i CItel 503 226 6950 fax 503 273 9192 ^..,„ -,u'°-- €' . i COMPACTED -2'-10"-� 2-z" - I SCALE: NTS wwwdowe-ibigroup.com www.ibigroup.corn SUBGRADE 6'-0" SECTION 'A' 2' r: .. .,.. I N " P 44 NOTES: I #4 REBAR AT 24" OC, 6" THICK PORTLAND 1, PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED J `� EACH WAY CEMENT CONCRETE FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE IY° f �X"�2 LONG BY V' WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. S-4::://----CID A, iii e t ��%E4 PROFESS THE GROOVES SHALL BE 1b" DEEP BY Y4" WIDE. I J ` , t R l0y ID } E _ '% 6 V; -.%;." L1:n•° �i F-, OQ•°Q i,a � B/' .#> °rr a°°.Ki.,�.*.t) ,f, a 4" WHITE a ""s,'0'4. "" .r_ ---- ---------- I[V 2'•-3"ft • N U �`� " ' °` °°�� °ps "��., .�,a 'a s a•°y a '^Q:: ^44:. 1 STRIPE (TYP.} Qc1- 1 ag a ,,6.„ c .�y '°', " a o!,';' ... OREGON R PE N 4" WHITE R d a I :> ` $k °- A .e ��° J , CURB RAMP TY 2 "I IEI 1 I STRIPE TYP. s V'p w 14-1 f:`•...°; :>; 01-1€ ...9 ;I..:. E < =r"rt=€ Gl 40 1 1 i (TYP.) r �•'I.z Tf i .o9G lo 4 NARK O D,,4 SCALE: NTS [[ r --- . z a i 24" MIN. 5 in c)v •- t -€I i 1; €d i 1 9 < .1° r E_., i.._• i I;.__:1 .......#1:., i 1 i c E 4p.,,,,,_. `O COMPACT 6' OF SUB exp RnTEe >•�TE t:ht/2W I ..� SUBGRADE BASE COURSE _ � t E am: 3B. j 0 NOTES: aoy 1-4'-I ,': 1. JOINTS: CONCRETE---- -2'-6"- -L1'-O' z y CONSTRUCT CONTRACTION a .z C C O JOINTS AT 15' MAX. SPACING AND AT RAMPS. SIDEWALK .,..� -SEE PLAN-- 6 CURB ANGLE ORIENTATION _ EXP -2'-2"-- } }� v �' ' FOR FIELD LAYOUT - CONSTRUCT EXPANSION JOINTS AT 200' MAX- SPACING AT POINTS OF • co 1_ `` 36 TANGENCY AND AT ENDS OF EACH DRIVEWAY. TOP OF CURB • 6'-O" 12" VHI V + s 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. FLUSH WITH TOP • •NOTE 1. OF SIDEWALK KX �< 6' MAX. NOTES: 9' TYP. 6' (8' VAN), TIP. 9' STD STALL VEHICULAR CONCRETE PAVEMENT SECTION °0 m RAMP 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM __ - - 8' COMPACT STALL0 SCALE: NTS U.N.O. a ,y o;�ou;laso TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER ( ) (U.N.O.) (SEE PLAN) a:a°aea°°ea:aea:a: DETECTABLE BLUE " �°° °' °•°" ° -- 12" ADA SYMBOL AND VAN 2'p � ooaogoee:e:egeq"°° WARNING1;37 2. STRIPING MATERIAL TO BE THERMAL PLASTIC OR OTHER BACKGROUND ° °°°°° °°° (WHERE SHOWN HEAVY-DUTY MATERIAL THAT WILL HAVE RELATIVELY (OPTIONAL) ACCESSIBLE TEXT SHALL 6"-�--- R-3�" LANDSCAPE E ON PLAN) OCCUR ONLY AT STALLS LITTLE MAINTENANCE. -3'-2"- SHOWN ON PLANS R-V BACKFILL TO AREA CURB DIRECTIONAL ARROWS TYPICAL PARKING LAYOUT TOP OF CURB y /EXP. / RADIUS. 1 2 PAVEMENT } t+ SEE PLAN SCALE: NTS SCALE: NTS _1 I`"" U_ E W +' •• 18" 00 o •Cj N9IES; y�,y :.a� 0 6' CURB �a EXP. 6" RADIUS 4" WHITE 1. STRIPING TO MEET TIGARD 2' WIDE NOTES; Cl).) PLAN �� STRIPE (TYP.) STALL DEVELOPMENT 7CODE CHAPTER WI IITE BARS •-• i fes"4" OF SUBBASE 0 DEPTH I. STRIPING TO BE THERMAL 9"�1 COURSE 0 N - PER PLAN VARIES-- I-- NOTES: PLASTIC OR PAINTED. 2. STRIPING MATERIAL TO BE -C ti 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED Ci) THERMAL PLASTIC OR OTHER NOTES: V FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1Y" HEAVY-DUTY MATERIAL THAT 8' 2. STRIPING MATERIAL TO BE , , " `et Et O LONG BY X" WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. WILL HAVE RELATIVELY LITTLE 4 THERMAL PLASTIC OR OTHER 1. CURB EXPOSURE E 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. �,J J THE GROOVES SHALL BE l(" DEEP BY Y," WIDE. __ COMPACT- 10• MAINTENANCE, J - HEAVY-DUTY MATERIAL THATCI) �Y' + ! WILL HAVE RELATIVELY LITTLE 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT ` CURB RAMP - TYPE 1 2'-1 I--- -- i-3' TYP. MAINTENANCE. EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF 7 PER PLAN EACH DRIVEWAY. SCALE: NTS 8.0' MIN. 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. W co COMPACT STRIPING $ CROSSWALK STRIPING a = 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS n o r� SCALE: NTS SCALE: NTS APPROVED BY THE ENGINEER. 0 I CD _ CONCRETE CURB - STANDARD T " -TOP DIAMETER OF 50% r 1 SCALE: NTS Q 1.6'-2.4 - 65% OF THE BASE r�17"�-j (1� 01 0-3 DIAMETER / .. E "0, . ' R=Xa» / RESERVED E } o A 4-- © ,- 0.2"1 / \ / PARKING _ R-Y" I-" rn - SIGN NO. R7-8 6" X12" � C0 }' `; 1.8"-2.4" _ / 1 18' G - PER MUTCO EXP. cc m :? O ® OF v x I97T71111 " ' !. P �-'" PAVEMENT €�.;:II_• 2.0% 0 0 0 0 1� R=1' 7:;11.1„!1.1•;;- LoI I E.. .:1 12 MAX. } NOTE 1. �-TC=TP 0.65' O © L CONCRETE ANCHOR \ // I i I E E T E -- ATTACH SIGN N0. � / 'Tiff 1 N. s! MIN. -. .. ASSEMBLY {X} __ VAN R7-SP �°�' ""�° rxaAk a I? Ii ! na + SECTION A' 1 WHERE APPLICABLE "Nt•, a:;''.*, :'4.`'' .rz , '* .r.: x,. 1-, ' z ACCESSIBLE �� • . ',4$ vr.>;�.'. wlw iejA.r"t.�, _ ,I � ao� ► NOTES: �... �>•`��:,.�, -"I �.�•_;��•:;4.;:,•;, .,•�"mss, ,�'+•�° ; tika 4 �' �''.°a ., .r�'N��a.T>^�.�•. T'" d'?� S`,,:1+�,",s",�'��I�^i 1 '''. ��"a':`=='�r iT"'•� ?``,•" •. i' T • ',-•-•:I_i-•^-' 111 SW Flfth Ave.,SuEte 25i)0 !¢a 1. DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND DETAILS AND TO THE 1 - 11 44 �"' - ' ,:;' f' �';� 3 1 I, 3,,,,,...i€E•,.,.. 1 PorFlfth OR 97204 to v ;..: i. .� t I: W • .: '.'I< FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE WARNING SHALL BE -NOTE 1 - r '- _4 # 1.. = - 0:so3-zz7-azsl '�' ov °:e 7' \ WHEELCHAIR -- ATTACH SIGN NO. . I:..,.-I I .I I a` ri;...;_; 1::..::::. I ! a°°°°°°aa°°°°°c. ° LOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER POTENTIAL HAZARD IS 6 r---;::; 1...--=1'€ - -,-; r;:.''r_--� r I--;:€ F503.274.4681 "°°°° °°° TO B INCHES FROM THE CURB LINE OR OTHER POTENTIAL HAZARD. USER ONLY OR7-8C "' °o°v°v°a°va°°°°°a°°° N WHERE APPLICABLE anege„e:e„ene�egene ` COMPACTED BASE `ADA DETECTABLE 2. DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SUBGRADE MATERIAL C 7 WARNING TILE m %IV 3. MANUFACTURER OF DETECTABLE WARNING: , .- - NOTES: Q ARMORCAST CAST IN PLACE DETECTABLE WARNING PANELS 1' .• • 1. 2" ID GALVANIZED STANDARD NOTES: i _ PH: (818) 982-3600 - ARMORCASTPROD.COM I Io"-I• NOTE 2 STEEL PIPE WITH CLOSED TOP 1. CONCRETE SHALL BE 3000 PSI. 1 Ii;.. Q IW x COLOR: SAFETY YELLOW +'``E� 1-' (ASTM A120-65). ``' ' 2. INSTALL CONTRACTION AND EXPANSION JOINTS AT SPECIFIED DISTANCE. ti 2.0� OR APPROVED EQUAL y _I` :;`_ "' "" DETECTABLE WARNING 6" 1. .E ' '`• 2. HOCA. CONCRETE FILLED POST 4 CONCRETE CURB - MOUNTABLE -ADA LOADING SIGN 4 • CG 2 SCALE: NTS SCALE: NTS key plan o �� ADA PARKING SIGN O CURB AT BACK OF RAMP MIIMMINNIMMI SCALE: NTS phase BID& PERMIT SET LANDSCAPE AREA-, U TO RETAIN GROUND TC=TP -PAVEMENT J I°a°o°o°o o °o o4P': TC=TP CONCRETE SECTION, PER O I°°:eee:e:eoeoe:e°°° NOTE 1. CD ,°Ov°°a°°p°°a°a °°a °a ° °° 9g SIDEWALK PLAN REINFORCED CONCRETE date February9, 2018 2 ,:°,gage,,,,°Pg"°•°a U 6" CURB PAVEMENT SECTION, LT a EXP• 30" 1.5" SEE DETAIL 2 C6.0 ]- cE W aim -ADA DETECTABLE r / WARNING TILE `l r6.-1revisions Q CGI aX BEX �, �. . IX i I �' a a s * -V ' - �---- I W NOTE 1. c i 8.39L cv m 8.3% d ni - .4.. '7(.„..\: ...•' •. ,' ,, .. ... :I: , % °: o°°°°°°°a°°°°°°°°°°° rs' MAX. C.. 4. �:. ,i • a1 "• G' a' 1 _ MAX Y. v° °°a ° v o r�.. W �. ,.•;.r ,:o.�.!;4• ? -„t".e`.'aW'y"am'' .;1.a�`i ,.� a"`�`h;o- .. :°"a,I,. ';::',..F.;evr�*�•yr% .�' -""-0a.q- a 1 m TC TP !.; f =i °°a ° e00°00 • ♦ W ,•�}V4 .'f f' g :...� ;°. .<'1" i,% :"I0,,. e.ea'�ai°:�a"•'"a'F i,' i.'SVa\.,°ti"y1" ;•Y: �:,n °i SYea V-^„�o�rS • ,b O °G 4 , �' -SEE PLAN-- ` <,-.'-,‘\. . .:" ,, 2' N .,,: ;:...-.:i> .. .:.;‘ 'a4 - {» 4M� 4•.1 :.? '�`• •.gi iY'ty '� '> ,,'!.e t •°.r a ° ;; . , CONCRETE R C u°:e:ooa:a:ao u R I.,°•F' .,,, f;' i+' o P �'x'';S•>r . ot:. w,.>} ep,. =d .>\ \ '.... �. a a ° ° ° C:�` � .%.. :r. I ~I_._ I I __ Ili' z-. 441�,'r-a,"• '�a� , ♦ e a� ro+ .,>' N` axe6�,�°t�:'"+,+v 0 t'b"S "'"f•�'>'.„ Ly U X ° .. ,i#', ,a,"„t�t�'*�aa".�~.'�.s"< n-0�,�,"j,.. '> a >w, o- , .,w` t .• W 2.0� SIDEWALK 1 t..._ .,.,..� s' I:• _ oR O MAX. I II it€ i° .I f, <h_E s - aa S_ t o-°yg CD I • a t.1_r - - - _ E r!: " ETI....... O �w a 4 6' CURB 6' MAX t4' MIN,) \....E.' MAX 6" CURB BASE COMPACTED BASECOURSE SUBGRADE i.11COURSE �..0. .. a EXP. RAMP 0" CURB EXP. RAMP EXP. o'°""'..°0 mws,d, �; NOTE 1. ADA DETECTABLE 14 NOTES: • a project# 16054 r NOTES: WARNING TILE 1. CONSTRUCT JOINTS PER LANDSCAPE DRAWINGS. NOTES: cv>0 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. 1. CONSTRUCT STANDARD CURB WITH TRUNCATED 1/2" CURB DETAILS 28 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED EXPOSURE, Q•°- FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1)'" Rt co LONG BY 7j" WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. 2. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% do THE GROOVES SHALL BE h," DEEP BY Y" WIDE. g TRANSITION ASPHALT TO CONCRETE UNLESS OTHERWISE SHOWN OR AS DIRECTED. SCALE: NTS ACCESSIBLE PASSENGER LOADING ZONE 05CURB RAMP - TYPE 1 C6U 0 ..,_ oz -0) SCALE: NTS SCALE: NTS 0 FLUSH CURB - 0 EXPOSURE rn J SCALE: NTS u_ - -'- --- -----• - CONSTRUCT TOP SIMILAR MANHOLE FRAME AND GROUT FRAME, TYPI//. CONCRETE COLLAR. TO STD. CLEANOUT COVER AS SPECIFIED 3000 PSI CONCRETE // 5r11E 9DE CUSTOMER SIDE r FINISH GRADE OMIT IN NON-TRAFFIC (0 --""'"")IN-11• GI AREAS OR WHERE z- Eu COPPER SLIP �` �.. ..,. HEAVY DUTY 28" MIN s-q- • r-Ipt- a- a-- ,�� R CONFLICTS WITH CURB 2'TYPE K RIGID 2" ELL COPPER SUP ... I 6" MIN. REBAR LOOP z• ADAPTER COPPER� COPPER TUBING (TIP) - - 26" TYP SQ. TRAFFIC GRATE. L.-� ;':::: : : :: GRADE RINGS RIM=PER PLAN its SWEAT TO MIPT - _...._--_W... .. 3 MIN. MAX. : I� PAVEMENT NI IIII 12 MAX. 2 NON BnDY GATE r 4"=3" REDUCER FLG I NDENE WTTN -O' ! r,PF ATINY: .il N' / " AgAPTER COPPER Li f sWFar TO MIPr RESILIENT SEATED a �N �, �j s-°�I ',if -v' GATE VALVE Fac . " •"T�• 4" PVC GATE VALVE. SIZE AS -25" &" • I j '= z' SERVICE SADDLE ?• SHOWN ON PLANS. , I I ;/ = § : 3;• ,I; �II :_I;= • :Iris 12" \ _ •€`� SIZE R5 LADDER €€ il(I _ I \•- MIN. [PIPE SHOWN ON PLANS RUNGS, i% '-� ;`i { ' `3' GATE VALUE 1MJ -;� U7 \\ ... £t..: \\� 2"x CLOSE BRASS f--_'. m._. L._ w 12" OC, i,,.� - GREASE . ---,. • NIPPLE • 3- �,...,.. 4'x 2' PERV'�CE SADDLE --- •..-- y 3" MEGPIUG RETAINER CLAW) Y I _ EC TYP. V - - V - .e "1`.•..- ` TRAP W ; PRECAST SECTIONS, ` % '',.:As / \ L-. /' /?I( -iiii HINGED LID PIPE SIZE 11 4" MEGAL:IG RETAINER GLAND- t-_- -- -___-_ �''�"_._� `3• SPOOL FLG x PE 10 FT LC `.' f HEIGHT VARIES. SEE \`•o - ! - _ I III PER PLAN DOOR LATCH S GATE VALVE 4s" NOTE 1. ./.,..,(.\./.‹.«--;:< t' -m:- 4" SPOOL FIG x PE 5 FT LG THIS END SCALE: NTS .,o, MIN. // ' i.4::•,: E' \ - �LITILITY VAULT 676-WA-1W10 WITH SYRACUSE GHD-1IAL PREFORMED-- .. MANHOLE BASE. •%,' 't.--„2„.....- 0,z. .` 'i-. 24" 4 .:\\ ^. - 1 1 PLAN OR alLCO JD-3AL DOOR ANDA LADDER MEETING OSHA RUBBER EXTERIOR TO BE SEALED WITH CRYSTAL SEAL V SEE NOTE 2 - MIN. IE PER ea I B I OR APPROVED EQUAL GASKET CUL':F"i FINISH GRADE TO SLOPE / illi PLAN AWAY FROM VAULT ALD FIRE HYDRANT NAT'L STD. 2)¢"0 y�-,,;�,,,. ,i 'w , NOTE 2 1_,...___-1 A.W.W.A. C502 HOSE NOTE 3 s : 24" - "V :.'1; i 1 - 3' MIN+s• MAX COMPRESSION CONNECTION, 2 ` ' - DRAIN TO CLIPS .....•••..~••.-J.'..:'.' 1'/ • "'- , SQUARE �' 1 I. I TYPE OR EQUAL REQUIRED = --- ....._. _ `/ - ✓r'r' I __ � Dull Olson Weekes - IBI Group APPROVED MFG. \. I THRUST BLOCK --I ['-_ . DRESSER 500 OR ..91:,, "g' 4)�"0 STEAMER if.....__�r., - -_ _ _>; -.\ RIIIPIL ENGINEERED FILL Architects, Inc. .-1•To SFE NOTE Na. 2� -=-� it I WATEROUS rl- NOZZLE ti ` '; ? 4-9" . . ckr... ,,,ALVE II r PER DETAIL 3 PACER. ': -" " �,�. - _ MilLASI illi �Q �� DISTANCE1/ '�+- �� Y'`s. ' t}�`--X" BASE ROCK 7,-1• -' - le 6" GATE VALVE Et ,+• ..,..r.-3=,1%.4.........--•--,44..,,4.,!.4......-� ,-w /FA ff ` p .<2\'-/77-/X.\/A/2\'4.\ '� 13 ` 907 5W Stark Street Portlard OR 97205 USA I 1811 r+ `�' • ,f ,?4' // r' f 2` _ PER PLAN VALVE BOX SPEC. �\//�//�//� t tel 503 226 6450 fax 503 273 8,92 CONCRETE 6ALLAsr iffd k ? z NOTES: www.dawe-ibigroup.com WwW.ibigroup,cam SEE NOTE ND 2 a..� ,�..��;.;4;.;.;. - ,-, SET 2"-6" I I /-FLG. x FLG. 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. SECTION .:..�.. ..;._.,.:+.:,. , . AC OR NOTES: .._. .,.-:1.M: _ -R - ABOVE FINISH GRADE `- `� ti °^ 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 -..:. - .1."4'Y'•'r =:ti %y''. \ SUMP PUMP OR DRAIN - - _ BASE DETAIL 5/C6.1. CONTRACTORS COMPACTION EQUIPMENT. B" LEVELING COMPACTED \ r\\ "`\,'\ \S\`\, PER DETAIL 310 .:�` 3, -' -1 -77772- /7/I / 3/4-0 CRUSTED ROCK ELEVATION1. ' \'��e As.\• '\\ '1 `\ 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL COMPACTED STANDON PIPE STAND 3/4 O CRUSHED ROCK 1 JOINT WITHIN 18" OF MANHOLE VAULT. BASINS OR APPROVED EQUAL. FOR DRAINAGE J i STANDARD MANHOLE TRAPPED CATCH BASIN \y\�.�tio PH°FFsso b4TES: 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT. j WATER 4SCALE: NTS 1 SCALE: NTS 41 �� , y5- 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CC YD MIN AROUND BASE OF VAULT IN N. MAIN 74701PE AREAS WHERE FLOODING OR HIGH GROUND WATER EXISTS, I '' 3. ALL MATERIALS SHALL BE AS NAMED OR EQUAL. SilBMFF ALTERNATES FOR ATPROVAL. + f 4. PAINT INTERIOR WALLS AND UD BOTTOM WHITE. r0 Z `• - _' �1.� '"-� 5. ORS 92.0447) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN I-FT, OFA "' • •��` SLOPE SHELF 1:12 MEDIUM DUTY 15"± OREGON SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR ..,'Yr • ' II j ALL AROUND SQ. TRAFFIC . 1 METER ROICES FOLiNq TO FALL WITHIN 1- T. OF ASURVEY MONUMENT LOCATION, I - - I 11. IIi" II �ITOP OF PAVEMENT ,ot, ru Za[ ARATEN 9U NARK I�; SMOOTH FINISH ( ERE TOP OF GROUND ( E P 1 ICONC. CHANNEL TO 3/4 APPLICABLE) 1. 311 WATER METER + ".......'"°. -- THRUST VERTICAL HEIGHT (WHERE APPLICABLE) nwR»TTONLW: w�Vaon CI SCALE: NTS .. Ai BLOCK / IlinellibkOF PIPE - L<- - I F TEE � ,I IN - g ENGINEERED FILL PIPE SIZE 3000 PSI CONC. RO AREAS) SUPPORT BLOCK - ..... - .� .V-" - _` i PER PLAN �� - --PROVIDE GRAVEL DO NOT PLUG FILLED DRAINAGE '' j 3' CUSTOMER SIDE "' _F. _...... _ , DRAIN PORT PIT METER SIDE I NOTE 1I L NOTES: • / 'i .___ ._�lif:t.., r r;-1EPER 1. ALL FIRE HYDRANT ASSEMBLIES INCLUDE A TEE VALVE & BOX GATE VALVE AS 1:12 SLOPE MIN., SHOWN, TYP. �� . 1 PLAN 2. INSTALL BOLLARDS AROUND FIRE HYDRANT ASSEMBLY PER DETAIL 5/C7.02. t \�" a- ,\ • 4 COMPACT SUBGRADE '""3 - ": PLAN t_.. \ , I , . , Oci FIRE HYDRANT ASSEMBLY - M.J. NOTE: CARSON METER SCALE: NTS 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON BOX (OR EQUAL) STEEL BASINS OR APPROVED EQUAL, ` , iMilli MI __ \I�... NOTE 1 NOTBASED MAY BE PRECAST OR CAST IN PLACE.S: ® TRAPPED AREA DRAIN V ;• �• •• l j . [ / 2. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. SCALE: NTS 'i f.t 3. CONCRETE SHALL BE COMMERCIAL GRADE. I 0 U) 2" FEBCO MODEL 850S 24" MIN• -4- FLOW HARD SURFACE I LANDSCAPE AREA 0 DOUBLE CHECK VALVE CLEARANCE •"" 4. CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH SLOPES AND RAIDII CAST IRON FRAME AND I MECHANICAL PLUG b ASSEMBLY (OR EQUAL) - I' TO OUTLET PIPE. COVER TO FINISHED I RISER O.D. WITH GASKET GRADE IN PAVED AREAS O 5. EXTEND PIPE INTO MANHOLE AND GROUT SMOOTH. PIPE(S) MAY EXTEND 2" MAX Cr) FRAME /I:f: C1:� !I PLAN BEYOND THE INTERIOR MANHOLE WALL. AC PVM'T OR CONC. PAVING + Y2" MIN, SES INCATRON CON RETE 0 CV - - - - VERIFY MAKER,DUAL PORT MANHOLE BASE - STANDARD OR OTHER SURFACING I MODEL AND SIZE. SCALE: NTS I T iNS 0 6" MIN. = f r n Q' . _ 1" MAX. %.1.0 O CLEARANCE ; ?� w CRUSHED ROCK OLIO ila HAND PLACE RIP-RAP AROUND $ = 7- w OUTFALL PIPE TO CONCEAL SIDES 2" MIN.-1 i�,.. ��; _ BASE 6" MIN. »�•" t• >� HOOP ca ELEVATION mown ■m■ .._._._ AND TOP OF PIPE. 6" MIN. ,, A _ '. !! ENSURE OUTFALL OPENING IS + a • CENTERED IN 3000 ' -PSI CONCRETE PAD. (a I- N - NOTE; FDC STAND PIPE. 18" MIN. .+1= VISIBLE AND NOT OBSTRUCTED. !! . '": ,.! INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF VERIFY SIZE 36" MAX. SIDE y-,I... 1 , PROVIDE y" MIN. W co DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARANCE FOR TESTING & 45• MITERED OUTFALL 4" MIN. +��"I ;'•`F 4 U) REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE NOTE 1 R-. 1 >�;; CLEARANCE FOR = L FINISH GRADE TOP OF SLOPE •� CONCRETE PAD o l'--- C:) • INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR 0 p I AND RISER PIPE METALS). IF FREEZE PROTECTION IS PROVIDED. THE 24" MIN CLEARANCE MAY BE - • 3 = - 1 o 0 \ N,:,:. u`-1 s., • Cid, / ---: --77-11r"-----/' VREDUCED. ; . .. :. ! / i - c>� {›1 I:- . \.<.\.`� ' ? !......_•_I i s a IE=SEE PLAN I.: 3 ,^,ISER PIPE M M DOUBLE CHECK BACKFLOW ASSEMBLY �r z...-,':- // i I VI1 m - F r C • l,. 1- ...- _r• ,�4 �� ':: 5 MIN. (a 1 SCALE. NTS �K, • C!? , �` / TRENCHBACKFILL _ C? o a THRUST BLOCK - CD LO LO ` \'" " PROPOSED PAVING OR MATCH -Ws//,, 1' DEEP i 4' I- co : PAVED UNPAVED �� \ EXISTING PAVEMENT SECTION AT PIPE OUTFALL /.../•`,.',/' 6.5'6.5' WIDE i ` CUT AND PATCH LOCATIONS AREAS AREAS LAWN OR LANDSCAPING .,.-,:' FLOW WYE BRANCH I PER PLAN :"•:".•,...';!.,‘s-,,•.... q:..J;•‘-• CENTERED IN RIP-RAP : %: Yo ,.' 45' BEND EXISTING SAWCUTs'. TO VALVE (WHERE APPLICABLE) • PAVEMENT UNE DETECTABLE *--...-4,.:::-.",' AND BOX DRAINAGE FABRIC CARRIER ul<Pfif WARNING TAPE PIPE /` ` "'• Y � / RIP-RAP SHALL BE INSTALL PLUG WITH r r ��/d "/ SECTION CLASS 50 RIPRAP i i i GASKET I ILINE ,.'• a.••a••.-..-••'•ALF ,•-'74 ••:."..:' \ / //\ ` 12 }Q ), Portiere,OR 97204 E • Y'1i' /`''\ r",::- .'• / RTOUTFALL PROTECTION .�.. . __ __ _._ 111 SW Flftn Ave.,Suits 2500 .:.„.•,,,.//,,, l,� ' g' ' v� NOTES: ... ' \ �'" °.•a. a - .� ,-'.'V'''' '3 a SERVICE CONNECTION a:So3.227-3251 0 ,� \�.�.,a� , a � / ,�M 1. CONCRETE ANCHOR PAD TO BE 12"x12"x6" THICK, UNLESS NOTED OTHERWISE. SCALE: NTS x u�•.,"->•: �� of•�;x F:503.274.4681 z Ce J i Y r ��\� •g":-.:4'•%..,:e',;/ "�` • • •' _ ELIMINATE IF INSTALLED IN CONCRETE PAVED AREA. "Ge'• ' °"r< :r ng�;;,a " iF REQUIRED go_ LL W v Z �% \ •,a -:4'•`,2.+,°'/// / /‘• / a-I a www.xnr►Com o r m !\\\ • ` '#a'' \. &7 V1 2. USE FLANGE OR THREADED FITTINGS. BEDDING MATERIAL 41 NOTES' \ '',..' *'''',,,'4',,,* � "+,•'A a�` •m` \\�` � -�. 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. � ,,.;,• ri 3. CONTRACTOR SHALL PROVIDE SINGLE CHECK VALVE AND BALL DRIP VALVE IN + 4• r•"..•z> •..,o ACCESSIBLE LOCATION INSIDE DDCV VAULT. COORDINATE WITH PLUMBING. TOP OF GROUND PAVEMENT J LL _ I I �0„'0'•4+ •`'''•' ;_°>• ':~_:�'. TRACER WIRE SLOPE AWAY FROM BUILDING '•• " -•°' .• _ 2. FOR CARRIER PIPE SIZE 6'0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH f-- d CJ ,-;.'.::•:::.:.-:t s •`+'a$?�;• `' "'�: 4. INSTALL BOLLARDS AROUND FIRE HYDRANT ASSEMBLY PER DETAIL 5/C7.02. PER GRADING PLAN •. - =Z x 12' ›A...,..„....,,,,,,...,.,:.?..:.. .,,;-/A\\ F y _ CARRIER PIPE. z W U ,,*.gx' ',..:•;.•.':•,„ •Fa':�;:.: .'"'• • •'• .:''`).\f U _�Q ,:`;a 7:: Y • 'Y� • ip sd//�' g � FIRE DEPARTMENT CONNECTION (FDC) ' : .' N m i ' • =.'`p \y/� °C - ' 3 FOR CARRIER PIPE SIZE 8"0 AND LARGE RISER PIPE SHALL BE 6 cD pj v t .. ''''';';'.1:::;:f. xe 4F-•:•Y \'r z DUAL PORT 7 o f - C }. '`: YY • R 2 °•.s._ %`. >:•; '' v 4" 4 '"_ • 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. key plan OJ o \� ,../.2,::4 SCALE: NTS MIN r # STANDARD'''''''''!:;*:i4 ,.; • 6v , 1 MIN. M :;1• I ,#s CLEANOUT (COTG) LaJ 0,:::::!:.':'.. • •. �` J SCALE: NTS U co, $a , 9°' ` : 4" SEAL OF COMPACTED A` . ' phase BID& PERMIT SET W,''-' i- IIW:1IHI17�1 €-- _ /,K, NATIVE SOIL (LANDSCAPED °,„..e � '0 8. .e " s''"?.• ••- O =Y;").:. P-9 H I ' 1 1 r.:I '>�% AREAS ONLY) Az% A. 8" LIMN. • . ;.. O €t-TX--;TIS , 1-1 �• p . , ., = 8' p 6' WRAP DRAINAGE FABRIC e' r �' date, February 9: 2015 (-? MIN. MIN. AROUND ALL SIDES, 12" r .. y- MIN. OVERLAP revisions Q j TYPICAL PIPE BEDDING AND BACKFILL �i PERFORATED NATIVE SOIL OR z 3J SCALE NTS DRAINAGE DRAIN PIPE. STRUCTURAL FILL 2 SEE NOTE 1 FILL I M LII NOTES: I 1. LAY PERFORATED DRAIN PIPE LEVEL OR SLOPED IN DIRECTION OF FLOW, WIDENING Z EXCAVATION AS REQUIRED. MAINTAIN PIPE ABOVE 2:1 SLOPE AS SHOWN. I 1- 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. PERIMETER FOUNDATION DRAIN I I� SCALE: NTS project# 16054 ti N co DETAILS Q 0- ...-0C 6 1 ■ co .N Lii Car"J aLT 1 PSTD GALV PIPE \` POST r,,,,,,,%Alik EACH AREA IS )¢ OF Y4" PLYWOOD TABULATED TOTAL OVER FACE OFs. GALV U-BOLT WITH AREA BOLTS NUTS--\ lir FACE - (2 PER SIGN) W N WHITE LEITERING�_ PARKING SIGN t �c,'s'c�5,� i :;a „..,� e,.,,.�? .. ion � 1 i`, ON RED IL j BACKGROUND0 fr�RED LETTERING SECTION I • ON WHITE TEE PLUGGED CROSS WYi Al I l L, , ..E PLUG OR CAP BACKGROUND r ... .. _ :,, 1 -\ JI r ...„. ,-. temataw .. . A.l - '1 u FIRE BEND PLUGGED CROSS TEE LAN Yl-BLACK LETTERING b� 1/ L_l f/ i ON WHITE - BACKGROUND i' 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 1 1 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. I B I ea t 1 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN �� °/ ENCIRCLED ON THE PLAN; e.g. INDICATES 15 SQUARE FEET BEARING AREA f , REQUIRED. ARROW TO DESIGNATE LEFT, RIGHT OR BOTH NOTE 1J 7 Dull Olson Weekes- IBI Group 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS J Architects, Inc. INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST SIGN POST - SEE 1217 NOTE 1J PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) STATED IN THE SPECIAL SPECIFICATIONS. NOTES: 1 ' _ F I 1 ' - , 907 SW Stark StreeE Portland OR 97205 USA 1. SIGNS TO BE PLACED ALONG "FIRE LANE" PAINTED CURB. SIDEWALK tel 503 226 6950 fax 503 273 9192 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE CONFIRM SPACING WITH FIRE MARSHAL. i' 11 www.dowa ibigroup.Com www.ibigroup.mm PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. r 1.4frIt' j........ i I'==' 1 '} BEARING AREA OF THRUST BLOCK INSQUARE FOOT FIRE LANE SIGN • ,'=FE NOTE 2 * . SCALE: NTS NOTE 2 ',_.. :•: �. .._ I TEE fi'J r_!:--.. . ' fr PLUGGED ON RUN TEE, 90' TYPE A- LANDSCAPE TYPE B- SIDEWALK .\-%u PROPFS,E, WYE, BEND ,Ig/ ,tau 1 �F9�y9r FITTING PLUG, PLUGGED 45' 22X' 11Y4' NOTES: 79701PE SIZE OR CAP CROSS Al A2 BEND BEND BEND I 1. 2" ID GALVANIZER STANDARD STEEL PIPE WITH CLOSED 4 1.0 1.4 1.9 1.4 1.0 12� TOP (ASTM A120-65). ------:t.-.-- OREGON 6 2.1 3.0 4 .3 3.0 1.6 1.0mm 2. 8" DIA. CONCRETE FILLED POST HOLE. ,o '°; ft '10B 3.8 5.3 7.6 5.4 2.9 1.5 1.0 ...... Z ;t 4U4 MARK v iN 10 5.9 8.4 11.6 8.4 4.6 2.4 1.2 ` SIGN POST 1 ethanol.DATE. n/AVaO 1 1 I •INTERNATIONAL SCALE: NTS N. NOTE: I' SYMBOL OF ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN CO1 • ACCESSIBILITY ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR j DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING �,;; _._._ _W, EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARING STRESS)X(TABLE VALUE). 18" PASSENGER 8 THRUST BLOCK SCALE: NTS LOADING ZONE ,___BAING CKGROUND SIGN POST - SEE U .L O Cr) 0 b- i CO 0 ACCESSIBLE PASSENGER 0 N 6 0LOADING ZONE SIGN �' SCALE: NTS PEDESTRIAN CROSSING SIGN as C0 o SCALE: NTS 7 0 au CO I"-- W vs 30• - 12" - C = En RESERVED °' CL PARKING 2 2 aO NST CD cr, � � m DISTRIC BLACK LETTERING ON WHITE-- SIGN NO. R5-1 BACKGROUND PER MUTCD VEHICLES 1q3ff ENTER ONLY 111 SW Fifth Ave.,Suite 2500 Portend,OR 97204 1/J 0:503-227-3251 / F:503.274.4681 ww,kWW.cam I wARROW TO DESIGNATE LEFT, RIGHT OR BOTH SIGN POST - SE C>Q Q SIGN POST - SEE Alk CE.2 r DO NOT ENTER SIGN SCALE: NTS X31 DISTRICT PARKING ONLY ZONE SIGN N �J "3 COC 0 k e y p l a n .l Q phase'I BID& PERMIT SET WHITE LETTERING _ 0 PARKING ON RED date I February 9, 2018 BACKGROUND f-"' BRED L.i ILRING revisions ON WHITE a BACKGROUND I Lu _ PARENT w DROP-OFF BLACK _ Li LANE p__-----ON BAWHITE UNOR NG a 41 ..*Lu project# 16054 1- Oy N mc ARROW TO DESIGNATE LEFT, RIGHT OR BOTH DETAILS Q`- CFKD allk SIGN POST - SEE 06.2 ,-U C-L-1: PARENT DROP-OFF LANE SIGN C6 . 2 co, cz _J SCALE: NTS cw c3T J_ LL ��FRAMEND ILAR TO ASTD.COVER ' �'' SIM '' GROUT FRAME, TYP. - - CLEANOUT DETAIL MANHOLE FRAME AND I�1 1 FINISH GRADE �� E•177! �•W'I �� ' COVER AS SPECIFIED } r v n - 10" THICK PRECAST ` .. VII IIIII �- " kli.0 . ' `. a 12"-18" I _.,,. . 39 �I INLET FRAME i a CONCRETE SLAB �'• ••' �� 26" r MAX. • •iti •... i Iii j 1 & GRATING 4 EXTENDABLE BACKWATER PROVIDE LIFT HANDLE I _.: 1" MIN. VALVE 1" DIA. ROD 38" TOP RUNG -.-----25"---,1_____-----"---------------- , 25" LADDER a, 60" + NOTE TS VAREESIOSEE 1 -I ) FLOW RUNGS, DIA. .. . . PIPE i • . L1.1,1.1.14.,...1,. FLOW ---� I I� J -� 12" OC, `- PLAN OUTLET TYP. v U OVERFLOW PLAN NOTES: <:: • ' IE=245.0 RIM PER FINISH GRADE 1. EXTENDABLE BACKWATER VALVE TO BE MANUFACTURED BY CLEAN CHECK OR . S/S PIPE COLLARS (MIN. PLAN 1 1 APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S x IE=243.8 i € - ..:,.. ' Y ' ` B 77 PREFORMED 2" WIDE) WITH X" S/S BOLT, TYP. t �_ I I I E II-1 RECOMMENDATIONS- RUBBER a I• II-- MIN. CF 2 STRAPS 16.5" I ' ¢ FLOW , - EXTENDABLE BACKWATER VALVE GASKET I•, 12" DIA. , FABRICATED SOLID WALL -i 1 1= Y -� _ '�` 0SCALE: NTS I HDPE TEE PER • 'e i j 0. PIPE Dull Olson Weekes - IBI Group I NOTE 2 . ., -f • OUTLET, Architects, Inc- 8" DIA. ASTM D-1248 SDR 26 .� ORIFICE ``- " 1 '(.1.114-it-. 6" X24"-`6".-o"`,,,,. SIZE PER I NOTE 3 ADJUSTABLE LOCK HOOK-D1 to I -"- .. • --- PLAN MANHOLE FRAME AND 4 ,I i++ NOTE 1 "'- - - =''= - L�_ WITH LOCK SCREW % r' COVER AS SPECIFIED '" 12" �M1 t i I. a''' F:' €E PER 907 503226 Street Portland OR 97205 USA GRADE RING AS W.. .,...-..- SW Stark GROUT FRAME REQUIRED 1" DIA. ROD- 6950 fax 503 273 9192 �� ENGINEERED PLAN www.dowa-ibigroup-com www.ibigmup.com (2) #518 DIA. OR TUBING FILL cv-17 -:: HOOPS IE IN-242 4 DIA 12" , , ;,;•:, . s 'r ..::;:L - OUT-242.0ATTACHMENT .._. . :: �: _ IE d MIN LIFT HANDLE ° ,:::,:,.......,'4y.-...,.,,+ � ), , m,' a #5 REBAR I�� `,�o- fi TYP ,fi + i F 12" 4 td - - MAX. ' • •" 8" THICK PRECAST SD PIPE FROM i N , (ALL SIDES) MATERISAEL \� • -1= ter-TOP RUNG CONCRETE SLAB DETENTION FACILITY I I UFT HANDLE +--38 MAX. ET.E RUNGS AT PREFORMED RUBBER 8" ALUMINUM SHEAR �1 FRONT SECTION v\�\\��Q PN FF�Ss"04. -In . .,jet 12" 0.C. . •' • GASKET GATE MANUFACTURED '• - �� `` 797D1 PE f BY OLYMPIC FOUNDRY �__- vE BOTTOM { 12" MIN. I RESTRICTOR PLATE cc RISER 12u.i " ..�:k; 12" MIN. INC., OR APPROVED " WITH 0.75" DIA. ORIFICE NOTES: �•f.--- ...----''-'-:: ""------- < w� MIN.� EQUAL, TO BE 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH OREGON ENGINEERED •=.ice Dk/4 WATERTIGHT IN PLACE. MAXIMUM OPENING CONTRACTORS COMPACTION EQUIPMENT. P iii fG 10 b FILL LJ " 4 4G[ NA RKDE�,k 11 Ic:::5/.<,".. r N J�" HOLES ON 10 2. CONCRETE BASIN TO BE 3000 PSI. .'A .• i � x j I EXPIR4TIUN DATE: Q�{/2O /, ' r..•;:,^ I �- BOLT CIRCLE DITCH INLET I:I:::A. ,q'',q"ka''%'4,;av ', ` 'I .1 t 1 12" MIN. ' ,.r • • - f SCALE: NTS :>: a .•: DRAIN �-- e o 1°:t w�'z:'�° �ti,i.3s :� .x•.>. x::,:• 1• '1...';41W..";:0,",`:': !:!.;':• caar''` '.`+ -6" BASE ROCK .�i..:'sY Y��...:' ;Y t::_...:'eT"Yi;:.:,••a:�;iH.:.:.:r:�f i...,.::e ROCK >_'.: '.!}LLa'�.�•Sw�.,.:+, `,'M-,',-;,': <,- ,77' �/ SECTION (IIPP'‘all1111' o U 12" ENGINEERED �" I.D. CLOSED ADJUSTABLE LOCK HOOK -o� FILL NOTES. 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. LIFT HANDLE DRIP VALVE AND BOX AT LOW POINT OF FDC LINE. L I ATTACHMENT 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT :! - 3. VALVE BOX TO BE 48"0 MANHOLE WITH OPEN BOTTOM INSTALLED ON COMPACTED WITHIN 18" OF MANHOLE VAULT. py DRAIN ROCK. CHECK VALVE WITH BALL DRIP VALVE AND BOX >. .__ .•• e_____ : r� 1 1 LIFT HANDLE 6 SCALE: NTS FLOW CONTROL MANHOLE - B �:..... J. .. f 'C.) • 3� SCALE: NTS - 'V 0 MAXIMUM OPENING 0 Q PLAN )§" HOLES ON 10 %" BOLT CIRCLE l) co.° CO 0 vO N 2 ti CLOSED Q,) = -� FRONT SIDE E a SHEAR GATE DETAILS CD CZ ~_ GROUT FRAME, TYP. W co MANHOLE FRAME AND FINISH GRADE o COVER AS SPECIFIED - 1' FREEBOARD 1 - I co Fr, ,- ■ "_ I 10" THICK PRECAST DITCH INLET 26" 12 -18 t CONCRETE SLAB 0_ J _. �..._.. __ �L en c,-) C7 MAX WATER SURFACE 251.0 Q I o a O „.., 1 LD Liz MAX I. w t; N;t PROVIDE LIFT HANDLE 3 - `'� * '�/,.-;>c :: \: , 1" DIA. ROD �1 TOP OF GERM 3 a-: FOREBAY ELEV=249.5 2 1L� TOP RUNG �2-"- •'' <', 1• 1 RIM=248.4 �. z i �PRECAST HEIGHT SECTIONS, Q 1 LADDER fi0" ES. SEE (i / ` BOTTOM ELEV=248.0 IE=2 RUNGS, DIA. • NOTE 1. -- f TO FLOW CONTROL MANHOLE A Aft 12" OC, .�,f°� ,x �. '< '�,` Cfi.3 TYP. v E25Q 5W 1q3fflRIPRAP OUTLET '" 1-.-.'.' ': 12" TOPSOIL S/S PIPE COLLARS (MIN. PROTECTION, SEE a. • a •,v.• IE=250.2 �� 2" WIDE) WITH " S/S BOLT, TYP. 111 SW Fifth Ave.,Suite 2500 6 PREFORMED . -.-• MIN. OF 2 STRAPS Portland,DR 97204 RUBBER i ,r o:s03.2n.3251 581 NOTES: GASKET v - 12" DIA. F'w a r.74om 1. REFER TO LANDSCAPE PLANS FOR PLANTINGS. `',' ,;7, FABRICATED SOLID WALL HDPE TEE PER 9" DIA. ASTM D-1248 SDR 26 o POND A ORIFICE i . NOTE 3 ....__.�- .d \---..i _-- - 12" € :� E 12" t -.- 18" C IE IN=248.0 E 3 4MIN I # cN ??DIA. • v m ea --� DIA. :.. IE OUT=248. . Y I3 fF 4,�`�a - k e I a n O ft_ 1' FREEBOARD SD PIPE FROM " U DITCH INLET, DETENTION FACILITY phase BID& PERMIT SET 8" ALUMINUM SHEAR \ .-.7 MAX WATER SURFACE 245 Q GATE MANUFACTURED � ° ai 0 _ . FOUNDRY ' RESTRICTOR PLATE U 3 TOP OF BERM 3 BY YINC ORCAPPROVED WITH 0.688" DIA. RIFICE data f February 9, 2018 1 EQUAL, TO BE GO • FOREBAY ELEV=243.5 2 1[_.---- WATERTIGHT IN PLACE. "' reVISI0f1S d Q 1 RIM=242.4 " ' • Z 8 / \ BOTTOM ELEV=242.0 IE=242.0- N I r AIM �� TO FLOW CONTROL MANHOLE B Z RIPRAP OUTLET 1 �Q211N �`/' 12" TOPSOIL V'? ,� � <,Lisa° ? �,} ;°�e' `1*-fi" BASE ROCK p PROTECTION, SEE 6 /At" �•. J C6.1 SECTION Lu ES: NOOT REFER TO LANDSCAPE PLANS FOR PLANTINGS. NOTES: project# ! 16054 1- 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. ti o POND B 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE DETAILS o DETAILS. QociS� 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT ur)o WITHIN 18" OF MANHOLE VAULT. 6� EXTENDED DRY BASINS i----- FLOW CONTROL MANHOLE - AC6 • 3 �Z ?i..) SCALE: NTS SCALE: NTS O CN Lii 6'7J alp CITY WATER DEPT STANDARDS PLUM1 ING CODE Ii THRUST BLOCK CITY APPROVED s1� 18AGic t3 DEVICE; FLANGE COUPLING ADAPTOR I RETAINER GLAND � 61 r".""••,...! .--"."."*Ni ra 12" MINI MEGA FLGIIMIIIIIIIIIIMI i i Ca OR EQUAL —.•. _ ttf.:. `� IBI CONTRACTOR TO SEAL ALL OSHA APPROVED LADDER klIIV' j 24'" MIN OPENINGS IN VAULT WITH II I i'Z't WITH ALUMINUM LADDER NON SHRINK GROUT PRIOR .-. TO BACKFILLING .t1I1It 21.1 11., .-- EXTENSION BY UTILITY` villa 'I ;! �1m=1 +��I � TO IRRIGATION Dull Olson Weekes-IBI Group VAULT Architects, Inc. PLAN Il . LI MIN. �� MAX TO RESIDENCE --, ,....> ..xr......:1r 907 SW Stark Street Portlard OR 97205 USA tel 503 226 6950 fax 503 273 9192 GROUND LINE DRAIN TO CURB www.dowa-ibrgroup.com www.ibigroup.com � _ _ DAYLIGHT PLAN 1METER BOX 7 i 3" MIN CLEARANCE -,,,N, DOUBLE CHECK i . 1 ON OPENED VALVE ASSEMBLY ©SAcY VALVE i I 1 MEGA FLG OR EQUAL ( ,'eI n;1 i l�sl__. m RETAINER GLAND m. - INLINE CHECK VALVE `,.\ _ y ''12„ _ ��,��iF.D PR°Fess/oy � F ' �� 797DtPE � I-- CONTRACTOR CONTRACT}R iQ INSTALL -4: Y _ I#� �,. RODENT .I'�21'- iii it6I,a K -v.---- `-- CONCRETE BALLAST 3 CU. YC SCREEN .' MIN. WHERE FLOODING OR S rARI11G 1 * .�, 4' R ORECON HIS GROUNDWATER EXIST - TYP. .�. " ' • l 3 '�1. to zoos ( DRAIN TO DAYLIGHT OR 9" UNIONEACH SIDE ,� .°�. .z 11iy NOT TOEXCEED ��! E�� INSTALL SUMP PUMP �e HARK ELEVATION CONTACT CITY FOR 24 DElPTH PUMP SPECIFICATIONS CRUSHED ROCK BASE--' ELEVATION j aP1R TIO.DA-E. WNW" j INSTALLATION SHOWN IS ONLY A SUGGESTION, ALIBLE CHECK VALVE ASSEMBLY 12" MIN 1. UTILITY VAULT 9ILCO tsOCR 24" MAX I. DOUBLE €H Ck TO BE LOCATED DIRECTLY BEHIND WATER METER. SIZE 'URAL OR 'EQUALFLOOR TO BOTTOM 3 WI-WA - € DEVICE 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 1 4 677-WA 4.- AL COCKS IF BELOW GROUND INSTALLATION. $ 676-WA ,1.-51ii_ ss7-wA -aal 3. DISTANCE FROM BOTTOM OF DEviTO FINISH GRADE, FRELdE PROTECTION, 10 I r:LA 40,-3AL AND CLEARENCE FOR TE:STINC AND REPAIR ARE THE MAJOR CONSIDERATIONS *Carr RIp11EER APPROVED ECJAI. FOR INSTALLATION, . worm'er ' Nb01tIrr . O TC.titts #0 SCALE NO r► nQoa S. WAX. P.E.ettafti Yt,la s,< r :1e6i1. DFC-11sti :zuasIaaxssav+1nT r G1en, 1Arut.F11C}.� 4 rHE0 Q E S. Y.E, P.E. b IAMJiRy 201DOUBLE CHEK VALVE ASSEMBLY 018. J0 532 " EriKkxrsas;sx rmcl1 r � �kr1�,4 a� E a n Mt appOlgem 51 IRRIGATION DOUBLE CHECK ASSEMBLY DWG. NQ, 531 TI4AR) vew..v ..;)zr“m o ssamt erg .41111%V51116194'27: APPRO t EWE U '4--IP o (i)0 0 DOUBLE CHECK IRRIGATION DOUBLE E2� VALVE ASSEMBLY CHECK ASSEMBLY COQ __.) SCALE: NTS SCALE: NTS CV ti as 0 °' c o CD C - = a CD ct3 i— W co c o CD 0 03 ' T G, Ci) 1 I--- cD � -- 1q3ff 111 SW Fifth Ave.,Suite 2500 Portland,OR 97204 0:503.227,3251 F:503.274.4681 www.koir..corn 0 n J I— I'M r- N cn cD Ok 0 y plan J mismimii a phase j BID& PERMIT SET U J 0 oz date February 9, 2018 U `? revisions l Q z w 2 Li' I z o 1— w J L1. project# 16054 r; DETAILS Q— mrts 10—O CQd C6A �U� oz N di (NIL_ .-___-. -- EROSIO \1 A \ID SEDIME \IT CO \1TROL PLA \1S )0 (.....,, :.......) 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. IL BMP MATRIX OWNER NARRATIVE DESCRIPTIONS FOR CONSTRUCTION PHASES -TUALATIN DISTRICT EXISTING SITE CONDITIONS ttot ky r Mk CONTACT: DAVID MOORE REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE UST OF AVAILABLE BMP'S01.0. `= 6960 SW SANDBURG STREET ELEMENTARY SCHOOL MIDDLE SCHOOL AND BALL FIELDS TIGARD, OREGON 97233 MASS U11UTY STREET FINAL WET WEATHER PHONE 503-431-4016 GRADING INSTALL. CONSTR. STABILIZATION (10.1-5.31) DEVELOPED CONDITIONS CLEARING ARCHITECT PHASE 1: ELEMENTARY SCHOOL PRE-K SCHOOL BIOBAGS DISTRICT OFFICES WITH ASSOCIATED PARKING, AND BALL CHECK DAMS X X X XFIEUDS. DULL OLSEN IBI GROUP ARCHITECTS INC. PHASE 2: REDEVELOPMENT OF MIDDLE SCHOOL. CONCRETE TRUCK WASHOUT X X CONTACT: REBECCA GRANT , I 1 CONSTRUCTION ENTRANCE **X X X X �' ° 907 SW STARK STREET I © I � DEWATERING (FROM SEDIMENT POND) X X X PORTLAND, OREGON 97205 D PHONE: 503-226-6950 NATURE OF CONSTRUCTION ACTIVITY AND DRAINAGE SWALES X X X X X ESTIMATED TIME TABLE II DUST CONTROL X X X X �/� EARTH DIKES X X X X X � PHASE 1 TIME TABLE: ENERGY DISSIPATERS X X PHASE 2 ENGINEER • DEMOLTION Dull Olson Weekes -IBI Group EROSION CONTROL BLANKETS & MATS X X KPFF CONSULTING ENGINEERS (JUNE - AUGUST 2018) Architects, Inc. (JUTE MATTING) CONTACT: PAUL DEDYO, PE * CLEARING HYDROSEEDING X X 111 SW FIFTH AVENUE, SUITE 2500 (JUNE - AUGUST 2018) * INLET PROTECTION X X PORTLAND, OREGON 97204 MASS GRADING 907 SW Ste-k Street Porter d OR 97205 USA MULCHES X X PHONE 503-542-3859 * (SEPTEMBER 2018 - AUGUST 2019) tel 226 ava i6950up-cvm fax b3 273 9192 ORANGE CONSTRUCTION FENCING X X X E-MAIL: Paul.Dedycekpff.com UTILITY INSTALLATION g g prom (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 v.4\111■1111PROJ ECT SITE (SEPTEMBER 2018 - AUGUST 2019) SEDIMENT FENCING '*X X X X X PROPERTY TO THE EAST OF THE INTERSECTION OF SW 97TH ST AND SW MURDOCK ST IN TIGARD. OR. PHASE 2 TIME TABLE: SEDIMENT POND X X X * cDPROF TBD. (TO BEGIN SEPTEMBER 2019) \C-WI FSJ� SODDING X LATITUDE = 45.4124 NORTH 4,.. , l H fF O. STORM DRAIN INLET PROTECTION X X LONGITUDE = 122.7737 WEST TOTAL SITE AREAi. 797p1PE 9 l 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 OR.GO` TEMPORARY OR PERMANENT X X X X p dui. ID 100 p SEDIMENTATION BASINS TOTAL DISTURBED AREA q TEMPORARY SEEDING AND PLANTING X X PROPERTY DESCRIPTION PHASE 1: 513,959 SF = 11.8 ACRES aE xAR1cacc° TREATMENT SYSTEM PHASE 2: TBD. TRIANGULAR SILT DIKE X X X X PHASE 1: TEMPLETON ELEMENTARY, TAXLOT 2901 I EJ(PIRAi1Ot.DATE. 0/31/709 f UNPAVED ROADS GRAVELED OR OTHER X X X X X PHASE 2: TWALITY MIDDLE SCHOOL, TAXLOT 2700 SITE SOIL CLASSIFICATION: BMP ON THE ROAD VEGETATIVE FILTER STRIPS X X TAXMAP 15 1 11AC - CORNEUUS AND KINTON SILT LOAMS, 2-7 PERCENT ir ** = SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. SW SENT ION 11 ERW WILLAMETTE SLOPE MEDIAN AN 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 POTENIAL 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 USTED 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 REG�IVINC 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 ENTIRE 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. }11 U • e . • o cn h S 7 --1. - - #.-. / 9. INSPECTION FREQUENCY v j•r � ;"1 •' SITE CONDITIONS MINIMUM FREQUENCY ~♦ O C) ~' } it ' ji / 5+3 '�.. I 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING milti /.; r RUNOFF FROM SNOWMELT, IS OCCURRING.• CA r•J AT LEAST ONCE EVERY 14 DAYS, REGARDLESS V t �/ E-.• i / 51/ f / i i f l / t. � or) (� i a f f Vii,' r' / / � _ i OF WHETHER STORMWATER RUNOFF IS r� / CD / w, ,; _ Jor.„ v ; OCCURRING. , z , \ ', ,...K-; 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND I / ,•i,t r .. � ,/�,.' -L./../, fr �j IN ANTICIPATION OF SITE INACCESSIBILITY. SEDIMENT CONTROL MEASURES ARE IN S a, ct ( ,' " / ' l ;' ''I I / / ,1-//, I` WORKING ORDER. ANY NECESSARY I I ' / i `r` / / i MAINTENANCE AND REPAIR MUST BE MADE _ 1 7 .<;:;,/ / / / -\ 1 / / /" / i . PRIOR TO LEAVING THE SITE. W Cr)q i I / if /f '/ r / i 3. INACTIVE PERIODS GREATER THAN ONCE EVERY MONTH. / y / ` / / ii{ / , �f/ i ' FOURTEEN (14) CONSECUTIVE CALENDAR DAYS. C o r - 1 / / / /' 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPEC11ONS MUST OCCURmil �p p / / / / / / or INACCESSIBLE DUE TO INCLEMENT WEATHER. DAILY AT A RELEVANT AND ACCESSIBLE 1 3 c) ,,la r / Li(-,/,' <r / \. PHASE 2 ♦ i f DISCHARGE POINT OR DOWNSTREAM LOCATION. M CO / !^ / , ' <r" ♦ � / / / 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY Q.. 2l Wi - �`i , // ' �,,\ r / // i . r UNLIKELY DUE TO FROZEN CONDITIONS. UPON MELT, OR WHEN WEATHER CONDITIONS CI) „ Q / / j % alE', �' as M t7 :• _ / �. ./ / / / / ," / i > MAKE DISCHARGES LIKELY. �) O p Q - / / / ,..,,. ,. 7 , '' / / r CP' r / / / / / / / / * HOLD A PRE—CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT 1 CO �' '*= / ' INCLUDES THE INSPECTOR. TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND `�/ � ' "-W� ' / ilip /i / r .- / i{ CONSTRUCTION LIMITS • d " / % / i` ♦ /. j ' �� * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT �,,' } f / / •� / ;•' /// / / j, REQUIREMENTS. ' ' `g / lig:7ff �+j / / / / /" / % # / / * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT I: ., - ` w i//, / / /' _ / �• / / / ' 7,;;. REQUIREMENTS. I.'., ' r, / 1 h- s // / /// "' // / * RETAIN A COPY OF THE ESOP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON S11 5W FlRh Ave.,Suitt 2504 '' „I ., :f.;&;..-_;‘ ,F ,f g:, /' J k F/ - -�.Y ' POrt13rd,OR 97244 , ' ;• �� REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF o:503 227 3251 €i1 1 _# / Y r "� 4‘ E / GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESOP AT THE F.503.274.4681 �_ / / ` ,/ CONSTRUCTION SITE OR AT ANOTHER LOCATION. "'"'w. CO"' ..... .firi...........t..„ f •`�'Z` . r"' - . ` ' ' — i�l• — — \ ATTENTION EXCAVATORS '_ -y / .. }•• L �.;.:1 /j f/— �; OREGON LAW REQUIRES a ,: _1 (� 1 EQ YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION U I // i F „ r �� .�; •;. CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU I _: �� MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE U # °• -' ,{< 1 \ • E.......-• 'I• ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER \ PRE-K I DISTRICT I. \° i . f AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. \ \ I - k BUILDING -) • I t.i i I CelM ,�. . H f-,-: •:� J�,....- PE M TE S SITE INSPECTOR MURDOCK ST. ick �' 4,;::, �`1 41 I R I E' I I key I a n 0 •- r� �� 1 I Y P ,. - f NAME: TBD `� t f:;`• ( ' J #' '} COMPANY/AGENCY: Q i 3 >: si": `,• :;, _".-' flo PHONE: phase BID& PERMIT SET FAX: U ¢ . a 4,, ,.mss{'\r y E-MAIL' O = ir • ` 4„ x 4 DESCRIPTION OF EXPERIENCE a I— — — •r ntmaS. inF1 t , z ... _ m �� ..L.,, 11! -r _, date February 9, 2018 ... 4' .., •s... revisiOrls a .} _•` TEMPLETON ELEMENTARY a SCHOOL s� I wZ — - 4• S. +i --.- •: I :` [\\ SHEET INDEX I - + �.riR R4 ft t .aar - ....• "yr 1 ; ~ SHEET SHEET f2 L_i •r'-'-, .. 7*zi - . '\ i NO. TITLE SHEET DESCRIPTION .L project# 16054 --1 ! •t 1 C7.0 ESCP COVER SHEET L.L. L_J J P 1 H- 2 C7.1 ESOP NOTES 04 * •''N �- --`' ,e , ESCP COVER SHEET M4 • 1> 3 C7.2 ESCP EXISTING CONDITIONS a __.d lv,� 4 C7.3 SSCP CUT-FILL PLAN 0 0 r.1, 4 5 C7.4 ESCP PROPOSED CONDITIONS co,.. 6 C7.5 ESCP DETAILS 6�" I \ I I I 1 7 C7.6 ESCP DETAILS C7 • O 6U co • . SITE MAP rn_i SCALE: 1' = 100' EL - .-- .— .- - - EROSIO \1 A \1D SEDIME \IT CO \ITROL PLA \1S , ,,,, , ,,, k 1 THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. THIS ESCP AND I GENERAL CONDITONS 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. :V teiti 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.1.(3)) APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. f 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) I p I FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. U 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. 3. I PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. OF EACH WORK DAY.DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END (SCHEDULE B.1.0 AND B.2) 3. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE 4. RETAIN A COPY OF THE ESOP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST ACTIVITIES. CONSTRUCTION SITE T AU_ TIMES DURINGDCONSTRUCTION. THEY MUSTO REMAIN IN PLACESIDUNTIL TO DEQ, AGENT, OR THE LOCAL MUNICIPALJTY. DURING INACTIVE PERIODS OF GREATER THAN Dull Olson Weekes-IBI Group 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 Stan Street Portland OR 97205 USA U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. (SCHEDULE A 8.A) tet 503 226 6950 fax 503 273 9192 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 www.dowa-iblgroup.com www-ibigraup.com 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 SEDIMENT RELEASE MUST BE4 HOURS. AND NSTIR PREVENTED ORMNUPSEDIMENT RRENCE SHALL BE OF THE 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS LANDSCAPE SEED MIXES DISCHARGE WITHIN PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME 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 ,QEd PRO% 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 �1 G I sio REMOVAL AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND �4. 4,,* Fp y9" VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE 79701PE 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 ��,_.... GENERAL GRADING NOTES CAPACITY HAS BEEN REDUCED BY 50% AND AT COMPLETION OF PROJECT. PERIMETER AREAS. (SCHEDULE A.8.C.1.(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-VEGETATE ,, 41. lo- zeo� „1/4% 1. CONTRACTOR TO IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES APPLICATION, AND DISPOSAL. OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE '4(/ D' DURING GRADING INCLUDING: 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.A.V) MARK�� A. COVER EXPOSED SOILS WITH TEMPORARY SEEDING PER THE CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVEREDixvion DATE: 12/31/2019 LANDSCAPE SEED MIX, JUTE MATTING PER DETAIL d OR GENERATED DURING CONSTRUCTION. 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50 FEET OF WATERS OF Iw.n (OR APPROVED EQUAL) kW 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 g MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE C S. J. 5 MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. A.8.C.I.(5)) 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 CONSADDITTRUCTION NAND S MAINTAINEDLUDIFOR THE DURATION TO,F THE PROJECT. MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE A.7.C) VACUUMING, MEASURES INCLUDING, BUT NOT LIMITED STREET SWEEPING,KEPT CURRENT CLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS. VACUUMING, MAY BE REQUIRED TO INSURE 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. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE 4. RUN-ON AND RUN-OFF CONTROLS iN AND FUNCTIONING PRIOR THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE BEGINNING CONCRETE WORK. (SCHEDULE A.B.C.I.(6)) TO BEGINNINGD SUN-OFF AL CONSTRUCTION SHALLION BEAINV PLACE RUN-ON AND RUN-OFFODURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONTROL MEASURES INCLUDE: SLOPE INTERCEPTOR SWALE, CHECK DAMS, SURFACE CONSTRUCTION FENCE OR APPROVED EQUAL. 16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL ROUGHENING. 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATONS CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. AS DIRT ACCESS ROADS OR UTILITY POLE PADS,(SCHEDULE A.B.C.II.(3)) }+ 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN 17. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. SEPTEMBER 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE (SCHEDULE A.B.C.I.(7)) .- 1.- PLANS LPLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 18. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: ,+--o 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL Q Cn 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 7.0.11 AND A.8.C.1(4)) 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 PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). LOADS ON SITE. (SCHEDULE A.7.13.11.(5)) U) 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 ``' PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. = ti SYSTEM, ROADWAY, OR OTHER PROPERTIES. (SCHEDULE A.6 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; ♦"+ %J., O SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, Q) - 7 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, INSPECTORS UPON REQUEST. FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES .....= Cr) FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.I.(2)) CD (105 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 �e.0 THEAPPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVEDPROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, W `V UJ MEASURES. SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, C 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGEQ I-I -c' o AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A. 7.E.III.) p p 23. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID '‘- WIND-BLOWN WIND-BLOWN SOIL. (SCHEDULE A 7.A.IV) Q L CO CO 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW _ C/) m cr7 MANUFACTURERS RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE pC) p WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY C) rn u � I'''RIPARIAN ZONE. (SCHEDULE A.9.6.111) � to __; , 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, 1q3ff LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURERS SPECIFICATIONS. (SCHEDULE A.9.D) 26. TEMPORARILY STABILIZE 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 111 SW Fifth Ave.,suite 2500 Portland,OR 97204 EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.B) 0:503.227.3251 O F:503.274.4681 27. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES wwwkvff.corn CI MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT W DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. LU (SCHEDULE A 7.E.II.(2)) 0 U 28. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES a DURING WET WEATHER. (SCHEDULE A.7.A.I) UU7 29. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE Li GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.I) ti cn 30. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE 1T REACHES TWO co INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL (SCHEDULE A.9.C.I) F 31. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. key plan d SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY Q HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.III 8c 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 0 PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM date l February 9, 2018 CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE cU LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.1) revisions l 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 Z RELEASED SEDIMENTS. (SCHEDULE A.9.6.I1) Lu 34. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LLI LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE I FOR 30 DAYS OR MORE. (SCHEDULE A.7.F.I) 35. PROVIDE TEMPORARY STABILIZATION FOR THAT 41 PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A Z0 COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTON OF THE SITE. (SCHEDULE A.7.F.II) Lu J 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR tl OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE LU SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED project# 16054 AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. m (SCHEDULE A.8.C.III(1) AND D.3.C.II AND III) ESCP NOTES Q, ciso czici- ' 0 C7 . 1 co . _ oZ NI1J 0)J_ misoimmi / l/ Ak, ,,k r r,, I/• f/ r • / 3 ��, �£ ,f r] f FC ``{ / SHEET NOTES \ • I : f i • ' `\ 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) 44\1 f x / ,' r/ zy ,� rr if/'` PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT T .+ • f. r � r i`•c r ` ;- f' / r /r * ` ' ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF f t ° n , ' /,• : jp 1 , a ~ � ti i f. �, r t '/ a• ~�' "-� ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, i ✓ \o I "i ! UTILITIES, ETC.). i f .2., \ \J f .0.; � / / f �i { �_£-} ar -7 "`� %� t ' `.x;' ' § 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE - F E` / l ,5,,..: / ` �; ' i �i CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND gi#II / ; / / ��s`` r' •` / 8if UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY { / ,' i / t/ ri OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS , I l` ill. , f / f COMPLETED AND APPROVED AND PERMANENT I J( F a / VEGETATION/LANDSCAPING IS ESTABLISHED. tip 1• 1I 3 !~ } `3 !< `l / / -'� FBF X F F'i F' / / 1 / / .�f ' /" ! ' / u: y 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE J. I ,,, � _^` , ,' ` /I-r' s`,_ / '' �` CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND r l }r# itis•:'1/ -/. i r f % ` � GRADING ACTIVITIES, AND 1N SUCH A MANNER AS TO ENSURE r.� f •;. ' / %,t . K THAT s / �: r/j t, f' \ SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER ..... : „ „. .., , / i - j • _ ff ,' r j r.,t i"7.t < P xr. / ! ` THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE 11.1.111...11.11111.111. .k; ; . e „....„.. > .; / / 1 ? WATER STANDARDS. ...:, t / I` 6 J'// I ` r f I° `,. J'Z' ` 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON .i:'„ �'� 1 • / F/ k r y A '• COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS i' /' s / ,' / ,..- • _-. AND INSPECTIONS. 1 , .\ �"'' ...• `.. <D r 3 r ,' f f f' F' ! s�` � 4 \�,\, (� / €' / /,, , ,....,; \ 5. DISCHARGE POINT FOR THE SITE DURING EXISTING CONDITIONS i��, L.7 t / x s; / 1 !'� r'i. r J r% �vTHEEDGE OF THE PROPERTY. t J I IS ATEAST �Y f PHASE 2 'r {• I �3 i 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE � e , g / /'J '' / r ' OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY rlQUii Olson Weekes-IBI Group / ! ° i'..1 f ! .. g r DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY � • ^ ^} >.. ' ,0 ,' r �,.! Architects, Inc. SEDIMENTS FROM LEAVING THE PROJECT LIMITS. Y ..Z."'a, . , , :y,i---,.,.,- ,,,,„. ,~: `j~ D 4 t / A ;;/ j f 7. TREE REMOVAL AND TREE PROTECTION FENCING SHOWN FOR • / / , {�,z ! 7 .F 'f A jlr r, .. 'r ,< t r ; 3; �= .;F: REFERENCE ON THIS SHEET. SEE LS PLANS FOR ADDITIONAL 907 SW Stark Street Portland DR 97205 USA r ]d �F ` f f' /I`1 1f/f ' P''i : • "' ':' 1 ; fel 503 226 6950 fax 503 273 9192 f ' ; / { rpt-e, { `; INFORMATION AND TREE PROTECTION FENCING DETAILS. ,t..-, ;` ;.>' ( 171/h/q ; { i i -• 1i d• www.dowa-ibigroup.cam www.ibigroup.cam a ! / _.,./1.;.::,.: i. '.. ;1 `� EROSION CONTROL LEGEND iimmummennoil , .. /,- / l t',:j.::, . . • • • ''',-.:.-:'•., 1 t,i Ld''' , .imwt J FJ f i = f{ ' Jf• i r ;% s f F r i : r I` LIMITS OF DISTURBANCE SHOWN ' ► f � s 1 i A• , c .a,' OFFSET FOR CLARITY 1p. t ?i I-• `t`' ` r _?f > < \°"_ ..x 1:z1 / /,/ A,,7110: �� ` ,� �;�sf _c M.------- -::r---0‘ _._ f EX CONTOUR MINOR p PR(?F `* { /{ ry •/� ` • 1.65 EX CONTOUR MAJOR r a; a \.�~ l�,`o �r� t a`JOB TRAILER LOCATION �""_ '/ , \ r s t ten;._ ../.. �4' �d Fy r k• : 79 01 P "' "` ' \� OF / �' `�`.:..' 151 CONTOUR MINOR DURING DEMOLITION _ • , R IrfF "_` ' UILDINGS ",� :� `' .rr.r.r: ie'��--F r , 6....•.., ,..., , ... -.,3.'_' ` \ ;,,�.�, . a:c.s� �.,,EE - - 150 CONTOUR MAJOR OREGON _,...� ��p. - a, �5, w o R.+. _. A........_ w 11.• .II ` 1„ \,: 1G i wP �+ altdl�. ..:,......,,i,,.......• rw '-� •�•F � f„....... Fr< '� � / k • �:- l\\11A1i r.. ^..: :e.....:.. ,rw ; '. -',.4.7"41! - ... ice ' _ -2.,...f......... t:� " ................. H.45 ... ry- Y"iS 6^ta.." �i: r,w_nx .4 1, 1� % :; ... . ass ;a"ss iv,. -. -.. _ _. - ._. .. fes.- -C �- PERIMETER CONSTR. FENCING �1 � A" 7�a/ / 'j wj '•a •cJ a„h„...-f••• C rr ..: ?., �i -,' �U� x�RI�QE a :^' l .. t ...;0;...,'?' /' l r`i / f / d g .• `• ^-�, e`g'o 'n ,ter yw _ E ..^ ^..)i IC 1=- TREE PROTECTION FENCING r' yq i �'a c6 �;; \] ,,� ...._ -- s' ,ir ,. oa�annanDATE: in I l --._ z �;� _.. _ -ta 1 ''`� 72/30/019 V ..,,•`'ai •';?' . , i f I ,/ r `' / , f.... r`,: ._t.. --; �y - � � �`� y• cy (f•' \ I �. f (REF. LS PLANS) r \•,�' '� �> 4) .0). h�`Y �jl"'t �+� 'Ka ',,,...7, �,u..-- :C L,,.•J' off#}` y„d^_ ; `�` ,i�l., ., to r`• /� .• .••,-' j t' ......Q.- t''...:t.,3 §Vl _--- -. .; f ! }j - .L.' •G - i . ...,,. "`61,1,--...„ ,�- `. . f i .• ' C SEDIMENT FENCE 1 • 1 : kd cw. / SF / ,ef'' I.),)-.t.,.."\ \.r'` I I'.6 IOW. A p yc t ,- w�w.ir c*. .G'a�gi. ! / 1/.� `P .r . :� 0611 .~�� r-/^' •'i' &X/"'_ `' "' f`� 'A F / / ::-, - \ \_ ,,�; TRAI .....r: ''.c 'E J i' i ~ ,.,1,',, +, 4` mow.`` ,A ei»w� f /T / I •'� .� +/+I♦ •�� ^ DRAINAGE FLOW DIRECTION ,,.r' 7.- \ ¢ ..-. ,..- -\ -- f /,-/frF.rrf -�.` ,f • :+ :� :+ Nv � .. ; ! F•'� l r/ f, f/ !` 7 / ., Z. s. Z i. GRAVEL CONSTR. ENTRANCE 2 c, - \•.0 TRAI • \ r w ! ;'J;� r l'/ 'i+, f w. + +• c y...'-''AI.r. f` I '111111 , / rs i l//./.../tf i •r • , till ' f : p.�,,:�. .`Y� ,, / I I/ ,,'ll'Ii/f/// ` .' .:, l ;' ]/ ,' • :, > ,::: r /,. imna1V1 �. I ./, iar5 lip2F r /: WW WHEEL WASH LI.� t` •.§' 7 'r f j l/ IS " `� rr r' ''`_ rs I $ ` -_.., . �� r/ 1 ! I. .i ^fit a • i Ail.raw 4 ` { •\ ,. �I I / " VV \ -dr IP :' INLET PROTECTION. IN T '�1INSTALLED cf.5 / I f! .,. 7;,..#=‘, i lkas E NAV 5111,-.S4 F a ..».' UNTIL INLET IS REMOVED. \\NN.''''-'"............ . •, rf {--�i' 'f ✓✓'_e '• .4..s€11. - �.+ . -r,.°� '/.•''' .G� ,� 3l< v` cst / ! r` r R ni;z : qi ,�, / / ,/ `l. 1 / !` `11/ .::, ^'s '.r`'. ; ww�• /o% / - ` / / / t IP +'+++'•' INLET PROTECTION _ t ',„:4''''74. ;is ; ; . 3� _.'. l EXIST. TEMPLETON / / I •. / " !.';•.::::::::•••, .�+;.� O dEk WV.''' g,- .. ,. i",.. a: a� '° T r' _ lc� i f. ra to s r � t ` ELEMENTARYF.� :.•:.,i '' . „: F Imo;; -".I,4. ".,.,.'''''',.,,....,,, , •€ e,„ . `-,k BUILDING i„ /1"•:,':.:6.i f I ',. • %.,..-t.'1-----.....„.• ,.�,. � i `t ?, f 7 r ...e'r'r I :f' „,'.�.h�e Yry"q$'A,` `' F r•F^ , -.i s>ii+.• /' -1 /°� j` ,,r` / • V 16: 1. .' .. .. - , .. Iu� ,c: : : - - - STRAW WADDLE ON SLOPE ,1'" ? "s 1 ' < �` ••g: +°.•.❖ • FUTURE WORK SHOWN / { r1 15 > INTERCEPTOR SWALE . -- "t°„1 'a'R- ! It "I'M d- ."'„y.Gi';.s:- .r r,f :�[ '4r- �•liii �•i;'n� fi' ,/� r x:, g O yi '. ' .. .,' , FOR REFERENCE, NOT IN )}f ' -}r,.) ..-/ • - {- - - - Q I� / CONTRACT • '" 'V`'•k. e vti t - Je ..,,e'er CI) CD �.- •yU' ,•a ��., <+a C r..' ?-.g. ......,o / I- '� y't-. 'u`. •i. tT Ar ,/ P r 'q••' e -. V �x` P 7 i ... . / �" CON / `> /d. .. .e TREE TO BE REMOVED »:• f ---- / ., . zkri <i y,s a ` / iiMtO, 4 r i'':::':44 ri y�, " n } / �/ ,J'1r� •fjfi r'/EI N j� -C f.\-,/ f"". �,. • / :y:f <V'R, �, t,a ° ►:; :`' a/ I ` I] Xt,IrS!' /r,j ' i ( i ,,f,.. d. ! ' '^^t �. • I ,� r` / /1 f! `lllt%fi!!/1`s{ F'' BUILDING TO 8E REMOVED /!� t rn �a • \i d. r .,._, ..• / f { 1 _`. g��-` +? r/ / • / f i :/ 1 l/I, ,F.,./ •V V •:iww: mow►,: ` f. ,.'4:.;i4.0,44,44.. .,, • .- ..,.. ! • "'" /�� ( ! � - E `r'%.�f:lf7/d /�f / + � I GATE .wrwrwr. I' �Y4 ..c,/,_.,........-,)` .0/9<;/,,,,,77,7_,/,...;.,) + e..: t / tvir / r - �„ awry. �., , ,CI:. „ ; ,: , • ,,;;,� ,.. rA i` '� f f' ^\ , = 0 I .�' w �" \ `w�< M jf / r i _ y � �'�7 1 '4'. {�w /4 ,..` t '�'/ j r° rY r I / 3 W - 1jy� .,,. <•� ' e AREA TO PROTECT EXISTING = L I A% T . �'-.•�` �� rfri,'r, F r�, 'si'J...r` -: : ..'� :__ �- � ,.• f 02, TEMPORARY , «,�. �`',...-‘,...,•,..:- . �y # \ r.: 1, jr fll.f -t 1 f/ / VEGETATION. SEE L5 PLANS CO cr, 4 �r`� i <. f:.'t ffl- r., r / ,/�/t SEDIMENTATION +a) as CO / -Y. r: Ir f ti` / FOR TREE PROTECTION !". 3 f f POND• .. .�._ .ltL . fa r MEASURES. to r�i Ai: w1*i° !►, r ::::.:.:,. ..i •, r i. r.c ec ..e''' f "} W CU 0 ._. ........_ .... ,,,,•, -._. w '�sflr vY I' '.1 - -- / : �' � r :,,,......,/ f;' - ;77/ ] r/: ,rr• - j F` .e 1` V. + � / •--- �: / �' :,„. i.ii j .: r / J Sk y , 1►?- r.... ,. ,..:2....,..,k+>•A,' w / C'� C� CCS 0.111 f.- '� +w ' / ,�/ . r � ipr • '{ /. �- ter' ,]t' / ' ~SII 10 C') r t-- • • CO CO I / r •! r .3/r 1 7,:AA x / T � +' �► ` a / i1+ 'cT #��_ �,, #'` • r / i EXISTING DISCHARGE • �r • +#��# 1 o f �. f,r i / { ., • LOCATION E Cr, ,e� W • 116.A • �t�-44 s :, -.: �9� �o. \. , r• •� PHASING NOTES l<Pff Y-;S�f� : �/ , �,r1G r , rte, F= i , ' �- ,- *pi \ ' 5°0_ � `nomdr" / 1. CONTRACTOR MAY UTILIZE EXISTING PARKING LOT AT START . .� / .,.:,, • �. ,• { A OF CONSTRUCTION FOR STAGING OF INITIAL BUILDING F �a ;--,lip ^qz' F -.. y / ' �" ADDITIONAL • ` DEMOLITION AND FOR CONTRACTOR PARKING. COORDINATE 111 s Fifth Ave.,Suite 2500 '3•)1, r + � k ,"' { - Portland,DR 972E4 31, .=� J• 'i *no ../' • r +` WITH OWNER. o:503.227.3251 CONSTRUCTION` q r= +,#•-� ' ,r°. /fr / F:503.274.4681 CO k 4;r«' S , / / ,.. ---2 / /;- •' t / / ��` STAGING g` • 2, TRANSITION PLACEMENT OF JOB TRAILERS AND CONTRACTOR ",w.knli cam d / / ./, '" r• i r r ' {3 J PARKING ONSITE AS MASS GRADING PROGRESSES SO THAT �e �} ;', >` • I / /• yTac / i t STOCKPILE: ,- +► r• € my EXISTING TEMPLETON ELEMENTARY SCHOOL BUILDING, PARKING ? J / = `�� 1 / / r/ r LOT AND ASSOCIATED PERIMETER SIDEWALKS CAN BE CO AREA 0 \ REOPENENED FOR THE DISTRICT USE PRIOR TO THE START OF W F /i / / r l tF ] ;' I ff „:,../"..... THE 2018-2019 SCHOOL YEAR. f } 1 / U ! f I f / n0� 3, INITIAL PERIMETER CONSTRUCTION FENCING SHOWN DN THIS /Li cr) ` I t -n=� / / ! r L" *-4 SHEET. ADJUST TO ENCOMPASS ADDITIONAL WORK AREA AS N flJ ,f \r f I f�/ ; ! i' / Ate' ® PHASED CONSTRUCTION PROGRESSES. CO - - - - / 1 /1 I f • i O _ \ 111.11 t I, i I 1 .....„/ t �, �y� ► key plan • 1 ES /` % )) _ } ( ::_ r\ q, phase BID PERMIT SET -.,,it:: 1 :•- T'\ +/ ,V", �� f} F :i 1 (' F_ _ Y'r _\ } .2... r // i_dY'` ,fir •� F" ,,.J _ III„' , " COORDINATE CLOSURE OF O / \' ` fh • i? /:C"..:,t� z a EXISTING PUBLIC PATH V4. 0 sfr II .ii,.:.....:-.„• n STABILIZED r•.,CONSTRUCTION �+ / :ie / �w�rl�";` ENTRY FOR DURATION OF date February 9, 2018 F \ r ACCESS ROAD EQUIPMENT STAGING a 3?` 1 i r \ CONSTRUCTION. }cr) ' J r: lkt '� w revisions N i t� ,r / , ,f y <v� i !N • _lop ':,.'-•!;.`,..',-,:,..........•-•.'" / ....,,.e..,:m • .,,. �„.. -- ..v.. ,,,� ..„,„,..,.,,, .• -.f`� .-te -� f . .pr- .....; j.�}s - J t. * - F`f ri i. ' i ..: � . a. !I..` ,. , + - - `41,74..-1 \-,-:......,,,,s\---,-.:.. .F/ i 40". R � 'L �# *� `: o / ,s �"► �1 :47..:.:11:i.:..1:7: .y/ .11:7.414 r 4*ts _ �: ►6��.��afi .,:::: , ��. �►su+7•�t��40ri��ai�ff�itA��idr��}�� •._ '}":,�t A"s�~ �s�. ,'�. �� t . . a�ss rr•�"'i�t ' r r�si� A+ i , * ....:b; : .�aea��a "6 1 . :ry ' I, 40„. im �rtr ae a YrrW : �iwrririre,l�aier °s mow., ,:' project# 16054 P w .. c.o ;coy' I `�, I / ESCP EXISTING ¢� <,' l I I +I / CONDITIONS ov \Ii I I I 1 € ,r ,,,„ (4:"----et-lr SCALE 1 INCH =40 FEET C7 . 2 N L" ' I I I M0 A'YIIIIIII� 40 40 80 if / f � C. r1 / r i ! �}�`° '' /,-,ril ,/ / / / �2 i e/. /r /� �' SHEET NOTES '�` ;f i �. • ' / ?:, / > / f Li , Z �`f / / e 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) { / f ! / PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT f rf / f/ tr! ! f} •�� --\l' ` :�y\� i! / j - ;ill/ / / / ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ,or • M ` \ ti,F'J /• 1 i r `J A /, / / ROADS, 1‘4.5,0m...1...".], CHANNELS, RETENTION FACILITIES, f 1 / .d• f �� 1!! / I I rW UTILITIES, ETC.). • ! �` f j k4 < , l %r,. EI / Jf7 j r 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THEW 11111 1 f { l,.,t" n€ t, t+'J• ` f / j! 4r"'' / AC CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND / / T / • UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBIUTY 1 { I /e- fa'''' ' "; IT 1 /#! Jf f' '-� / : OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS Ne p f ! f` i '/ / ,•{,, /� / ;. ;t COMPLETED AND APPROVED AND PERMANENT , / i 3 ' / 1 ,%'/I/ ! / / "' I);/`' VEGETATION/LANDSCAPING IS ESTABLISHED. 1 i f Jar / / '_ 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE LIP r 1 I\cx / i J / 1 s_ 1 ,-.0i//,1 Ir fir./,k�' j r / / _...-. �...... �''' -`' --- .,c' rm-'- � .. .. r / / ,f 4 f - j' ! s z CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND 1 "• r.x ' ' // / / • y': / 7 / / 'yam u " GRADING ACT1VI11ES, AND IN SUCH A MANNER AS TO ENSURE ••..� .> �r"f! /f 1 f/ / 4" Rte' THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER z y ;, / 1 �'• ` f / ��/ / ii/ f / /'ri:` z THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPUCABLE .`� M '� ,rte. I , I' / �'` `' ! / / �i �`.: WATER STANDARDS. _ ,Y]'/• •,., r 41-'14-- IFI / r IJ! f f^ ! 1 • 5El/'"�/ j .kf! , ! �,� u f [ i ; \'--- h f `. 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON <b .,, / �. 1 �., a • p COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS "�R �`\?� r `� f / ! /j i { : a y •;� AND INSPECTIONS, .k` !" / $ f / f ff•` \��` 5. DISCHARGE POINT FOR THE SITE DURING EXISiTNG CONDITIONS ! LJ I t // f7 •> •r I / / / f / IS AT THE EAST EDGE OF THE PROPERTY, 11—..-1 / 1 / PHASE2 r fi }}� / / •( l 'W ''y,� - S. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE 11 1/,' 'tit ;. l t e . .c.-_-- ` `�/ ,` Y .1.,/,-'f ; " / t ,, - , 1 DISPOSE OF TREE ROOTS OFF SITEWITH • `�,� ` � r, SEDIMENTS. CONTRACTOR USE CAUTION ALLOIMNGP�LY Dull Olson Weekes IB Group '^) OF EN I u - '$_ � ;;;;;1/ { w' fir`, / ! >j' / 1 ,. I SEDIMENTS FROM LEAVING THE PROJECT LIMITS. Architects, Inc. i r , / ! / < _ 7. TREE REMOVAL AND TREE PROTECTION FENCING SHOWN FOR ,� ' !` 1 �ty, 1 f �, // / 1 f .i' ..-,..:N.:„. t €� it • ADDITIONAL 90TSW Stark Street Portland OR 97205 USA::l,ti. fr `" r} € ..> I I ';:C"�''. ",k' REFERENCE ONTHIS TLS PLANSFOR ADDI 273 9192 SHEET. SEETI / `fl// r ' ss.M INFORMATION AND TREE PROTECTION FENCING DETAILS. tel 503.d226ws-6950 fax 503 ...,,v,,-„ � .. .. r ! J // ; I 1 a ; 1 ! www. w ! p / / [ dv a�b'g vup.cam www.ibdgmup.com ;4, I I / j °° ' r ‘. ' ', - _- ERISION.C.010:Ts:C:GLR LEGEND .•.--.,;•..:::. t ' Le ' j ... :( !// 4-,,':\ \ {: \N ::",...7, / f �./ i 'r I j t LITODISTURBANCE SHOWN \\‘\\\\\\ 11 / :I / 1r,c ;r'� f 1 �� CLARITY ,0 PROpt L e ,' 7E �.,` �� • ;J EX. CONTOUR MINOR J I ,,. il , :_„ �` . .F •-°,%\ ,.�� ' OPOSED -„:12/ 3.55 �5��'0tN F�/oy9 „„ .. .. i EX CONTOUR MAJOR v F �t.� �1• "'"" ��, `a i!rt&.$ �, % ♦ . \ DRY BASIN / �� 797U1PE r • \ • / r •t;-�, ':-.2'4.--,•-,:d.7:-, -r' ,1� \ I I 151 CONTOUR MINOR (FG) ...� A i -�.. •...�------- t{ :av: ,� .y- 4;+;+;+•; 'ac: ..„r i w �. �.. l _ +.+w )7 150 CONTOUR MAJOR {FG) 0` — - .,•r .,,. .ru.,.�i .. iii ---...—.:' �♦�• -. - - - m -- - - - '«a-'« p-r .. �,,.-.:� - _.....-. -T -- Arm / _ r� �J �i .1......, —C D-- PERIMETER CONSTR. FENCING ro' ut to 1p�, .r i ,t t ..a G1 NA TT K •Quo '` • - ( 11 II TREE PROTECTION FENCING I CU REF. LS PLANS i ! • - 1 ,,.., I/' 1. :� SF © SEDIMENT FENCE4111 .rq'„ ' " ::I' t + - ( ! • I ..,r'► -�� DRAINAGE FLOW DIRECTION t s , c' i, All i,: / f ! /• \ •>a :f• _��' \ •.. GCE +. +.' �•ti'r'�4 GRAVEL CONSTR. ENTRANCE I �/ .7..77 . WY .:,%; )1 ' - le r r Y.T - --1 "` I I 7 ,i',.• \\••.,............................, ' i'', "� 0• � ..• ir WHEEL WASH 0 lj' +�•••'� ...4,2'••••••"*:* a'' P INLET PROTECTION. INSTALL E1 1 R : -.' .../ 1 -". -. .-''---.."'"',‘.'--1,------------ C� j 7� UNTIL INLET 15 REMOVED, Vai i / F , F +{. f • �ia��1 a�a•itai 1..n�i'.� ' ��—� �C l t-' Y 3►� s ' �ii�. irk 5" a yy \ tfi;: , s+s+a�caa+y. `a# �w.w..■ ,,r �` ate•+ s 6. l+ ` _- 44 ' �+�. . 1 ;f:'" >, ♦a. +a.. 4�t •'tea 1 a y f .r •♦ ... + ,S► +• i a a. ••••• INLET PROTECT ON LT, :a„ si=t ,xY q 5" �� kjwE,�•iEi,�►s+.+� .� Is � EXIST. TEMPLETON r' •+ +, `+ "��, ,' ' , / iP i':OOi N.-.°\\ r i I {' :: F l qa_ as .♦.+♦ 4. ELEMENTARY SCHOOL ., •� ♦4 . I .1.. 104, F.. a. : 3.• 0 4 _..._ 1 �, ` .a' .O•a •O:.. •.' \" BUILDING .'.�.Y'ay�• R ' f ,- _..,,c":",_. 4,,. lGl= .....—„ �:r .MINI. \ ..v. •--------'.+---i4J vtto V • • .4.m.• f •.•r"r�• - -• .++�+@y+p '-a�'L��as / - i '�! - . '111 gCtiS •... • •• e..4-....4..•+i•••• •+ • `• ♦ a•.a*:•2 a } 1 `'• €� `p[u� zs ' ' • +y. t':s+�r a�s�.. w ♦.� .�a'4�a.a' * SW STRAW WADDLE ON SLOPE -i...� '•"".., i 1,-. i JfT•MVADi's<.KS •: ♦ .♦1� to,.♦♦.f.41,.•a+ .v.t.1.a - -_` B 4.••. . •••I ♦ _ + i I / � 1_ � _ # f - �y ♦ ,}, • a - -i I A .. !4' a J t.'i+' ;is ....0.4,%48.4414.f . ..,• .�`.tv'a� T %�• rs+1 Fl9 i+�,4a. "9aai,.• / i vl jam** kir, ,/R _{ :_ rt...; 1,�,, 1 — '!ti+:*.* a .•♦I�yr}..•;5+•+�ay.:�.; �•�. 1 :;tea:' r .r�+y .er FUTURE WORK SHOWN / ,,? IS > INILn�,rs ioR SWALE Q `J �... — \ • l' Jy. - ,...-4:04e,40:4.44:4:-.... .;� a ar jai "�i• a&• 0 +�+. FOR REFERENCE, NOT IN j ..'3.Z.,-;-_,',!, "�.:t r.,.. !4 M • +•4. r.Z# !. I CONTRACT .• •a • i :I?:r ,\ ' :e E..i r. i1ll= :�x A'• 7 i/ `iii }. �� t r. ;:•r I/ , •vi••:/`,......... r „►,•• r ,\i/• , ! .,.aw ,aR�i's AREA Of CUT �.� ..s+.'i.' ry ' •04,,N,•,,;•.+;,4.44.7,,;;4•4.). . fi ' fes} I f ! 11::: :-...' _ k• aa. +* , e • '�e�;-'+�i x • / ` '`�P.awb •, a'F+ �/ ,rte kii .1, ..� • ,e, ♦•ii� ��i .• • i,t _ \• .1•f 4:12i i'j,, 0 F.1 ii�f r �• .aa. z*s tea. • ' \` .. j „:',..•!..,.. IP ! J, v III:11 If1;,, AREA OF FILL ti �f '` GATE '� ;�`X. k / ZZ _...:�t.�.................._._... 4.0 4� /- • .. ". '-'o - ; v♦1 LL r • , / + - _ ROUGH GRADING ESCP NOTES �_ ^'� ti+A�74 ♦ f f: iRAI f TRAI •r i ' ' r ' f ! :jam '" + xfka1, kX 'k�aa a wt� • .a • +1 C 3� /1 i %• { t MPORARY +✓ Ir • < ftp T t •'; '. _ CO CO ! wr " I ' } ; ® SEL� ENTATION, 1. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING 7 .. AD POND Gf H SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF �� !' t / TRACK-WALKING OR THE USE OF OTHER APPROVED as up . .111,011.-=-0. t �'''� F }' - V y 4;, IMPLEMENTS ( : DETAIL 1/C7.5). SURFACE W —:� I ;;° `` J ;" �, •�+• , ROUGHENING IMPROVES SEED BEDDING AND REDUCES ��c' ' E �� !` `ur �'` RUN-OFF VELOCITY. _� Cr1Y i �j 1C ,� r '1` t » y J • 1 ' +�� 2. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE 0 p �" / ''aY r'a+' .� •1 j r; � •• - -^ _ THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA I O O I :W r • C I %" f SEEDING WITH AP I / 1 f .. APPROVED MIX AND APPLICATION RATE Cts f T �`• CU .•:` • �S 1 It'r f f /:AR."-.,-,,A 1 3. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: ^ C*7 c+7 �+ I f t t i, CX " • .��. {�, f I 1' !t1 - + t t � f f;f 'a EXISTING DISCHARGE COVERING EXPOSED SOIL WATH PLASTIC SHEETING, STRAW E CD �• + 1 1 - I. MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. c j c� �., x , f/�f1 1}1f 1 I '1 1 { 1 :`I1 ,•+ ti. ! a. �� LOCATION O O O �- �: r, l tt//11 �ij1 i �f -- - �7 ff s ;f ./ ' .;; a+; 4. 4. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED INA cu — up Lo u) •�I - y�, "� ' ,'T 1 •(F 1 f 1 1 `�f .., 'Ff t f '� '°n i .�....•*•-iiia �•� STABLE • rrr ' 1 AND CONFIGURATION. DURING "WET .:.+r 1'1 I. 1' i F pf{s II-I 1 �' • � , SOC PLES 5 ALL BE COVERED WITHr( 1 s 1 1 t f1 / i .•111. o WEATFIER" PERIODS T K i H 44, f,' J° r,,. J 1 ' J f11 i, j + •aaa �; ! 1 ..•► PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS s 1/ iT 1 1I1 ' '/11//I .� f:f f � (I � rt �. 2• 1 1'�f 11: 'ft ., � ; !.,,.` � � , ,'' = 11' f.,• I tj • 1`� 3 / 1N It f_ '1 • ! ', i ' !i1fG` ] t5. EXPOSED CUT OR FiLL AREAS SHALL BE STABILIZED THROUGH tl N •f i / �+ • THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION /' f'1 ;/ i r j i ,1 i 1 r 11: r ff , id #f 'i ,1 11i .s _ 14;,4 !y, 2* SED E T FENCES OR _ lq:iffi ,f 1 ,q 1 • CONTROL MATTING, MID-SLOPE IM NI .1- 114 J Ili. ,11 1 ' !1 ; Ift 411 ' 1�1 n t 1 lis j l A . '- * ::' WATTLES OR OTHER APPROPRIATE MEASURES. SLOPES f • - e� vi../11.: 1 fii f/ ttt ill .i.,,_ i:,_ i 11° > ' r t t t l {/ •,1C /�? 11 1A CU / -' EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL Y 01 - /f• 1 :r - r` CU 1 Vii: ' f 1 r,' I't1 1 % CDi'• ' f i 1, i i iLi- it ii — ��, �� t! MEASURES. ....'.."7::t....:., } 'I f r '�f�ii it f(1' t1'(# !! f t= j�f�F > f f " i 1 '� /t��/r !t ' S/if fltt �/ff ADDITIONAL n-�•: 6. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE 111swFi�nnve.,Suite zsoo �,� '__ 1! ,I !f 1i t'• ° ` tt' 1 1 t ! f 1ff' '1 1` 4 e DUST CONTROL MEASURES Portland,OR 97204 ',r •.� •4,a ,, .2' „ .s ,Ipi !I j„ ;1,t ,r �,1 t t1� ; t, t r !1f __.� CONSTRUCTION. - r : . ':hey. _... - INCLUDING THE APPLICATION OFA o:s0s-2z7,32s1 ,'fir, ',1 1'•- l j'FF t I 1, t p, , '+ F:503.2744681 I, �', If 1 11 Iii„ j, i �I/ 1.•' 1 1 fiT1 1 � J f1 cif jt°' r STAGING :; .,� FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, IC .., . - .,, I WI' i1 �' 1 ', •'` r D MEASURES. ,raw k>r�.rnm. O t 't !!It 'fly1I1! fl 1 f Psf` J :} i , rte \ �`4 --- OR OTHER APPROVE it , w_ p}, t ,!'' � 1 � �� i_ (, l �' �; : `. . r slf: 1• p�,rf1: •Jft ►:� •I 1� i 11 t J s1 f 1 If! 11 'rr ,', ;i �r :::•.,4, . 7. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE Cn € .• , , 1'f itrt°r it ; rj j l : 1 f 1f t' ti i jBEGINNING OF CONSTRUCTION AND MA]NTAINED FOR THE ♦ jr�! !�f• f 1 1 r� 1 tt f J }. tt r' AREA�:' :.daa ,6;+ .•. r '^;�tw.A 1 f j Jl l t1 1 fpr!! j 1 :t � 1 ` r / P 1 `� 1 1 ff t, , DURATION OF THE PROJECT. ADDITIONAL MEASURES W a•, +•d, ,, J-. till 1 1 1 //// 1 1 tp 1 J f 1 f 1r ‘ ijW.•;.:.+•.+a+ ..a = f j 1 t t11,710 f !i f -11= ' �� INCLUDING, BUT NOT LIMITED T0, TIRE WASHES, STREET V ii +� . a�.�.. - ."`_ _��r tl,i'1 1 1r1i if p r j �1 It t/ 11' pp lf,l j 11 i; j ' ::ar Oe/1 ,TC: �e� `'�, l '' 1�i1 f a •f '1 • `/ f!• • ii tt / //1 pf ss: i 1' f' ; t f J ' SWJEEPING. AND VACUUMING MAY BE BE RE UIRED TO INSURE t t } 1 I l tf f f I , , THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE t11ift t� f't! E3} / 1,fl!lI.. / ! rifil /f� is j !`!1 J ,f pf tl s1fi :ti i _« -'• r, '+ a.__, E DURATION OF THE PROJECT. ri• + f;'i i r t li 1 illi t1 r } 'f i I '� cv f" i -f, 1 : :p1= '1111P1 , ff = 1< 1! ii' f %•` \ B. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE CD — — — — 4q %, ° \ 4.'4.4 `.' �#i2.. 1 `t If i ii ! 1 < p i1 iili i i III . I, t '1f i \CUT- CU ♦� .•++ +,'. j/ f i ir4tur��lr�J THROUGH THE USE OF APPROVED INLET s . • \ +air"i:a+:+aa•*! :I�i e/1� f%frl Ir ttl if! f •1 ft f. _ 1111r: t MEASURES. Aei.'• • • • •T ! ( J I ! ! LL INLET PROTECTION MEASURES O •'•:•:�:•:,:�•' • i if 1 I";J 1f 1'1' f , f jT 1/f, it t ji j J 1 ' + gip_ )0. ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS key plan J ftp ` O f r: 1i 1• �rl J•� Fitt 411)1•III It 1,f' 1 i :lull,: ff ii i 1 i j r NEEDED. 0 7 � !i j t<� � p1r ill/ 1 ;1 t jilt r,i ri i +�f .CUiiiiiii!)1111 , ,! t• , / , ,i t 1 ft f F 9. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE r• " ��, J ff1 !t f ;tt i 1i 11 t, t /111t %- I ;`!� j ,j; I q�e TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE 1858 BID& PERMIT SET SPILLAGE= OF SEDIMENT AND SEDIMENT-LADEN WATER. V \�' !`•^4 t gfl� 1 �1t i 11;��t,1� tfill' ?I l1�� rt i` !,' l (f1� t r � r;r,1 5 ' 1 •� "`r"Q ;' `� t /i t tifl 1 rM f „' COORDINATE CLOSURE OF 10. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF;'. _ j' ''. f1 • �f, 1 }i t f ,I Eft f f 111111 fi Elf, tl i it. !r # i , ii. i1i `' EXISTING PUBLIC PATH CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE O e. :, iIf# 9 l/t 2111 1 /f1 t' CONSTRUC110N ij, II f t !f 1 ,:';'-'1:',.:. ENTRYFORDURATION OF - 2 ; . : ;.f ;STABILIZED ff' t' f1 If a ' j, RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF date February9, 2018 \ / •' ff J1 f j;ACCESS ROAD jf' .�li{ !f�1 Is i1 f 11 EQUIPMENT STAgNG}, itj! f t`!II it'' ,` :..a . / / •��/` �; * fy CONSTRUCTION. THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED I ii 1 / III Ili/ t it f fill/ ll �t f'1 '!�1 'fp 7 1 ij j1 + x r t 6. i ,_,. �,. .....-....�-._,.., NJ 11 ,,fi {;, j GREATER THAN 5D' FRO#. ANY DISCHARGE POINT, SECONDARY�' 1 1 : rt ! f.. t �}•� • . TEMPORARY SETTLING PITSFeVISIOnS! r � ! 1` I�f 11 11" 1fp 't f f : f l .rA f`'j `ii i1 ':c.,.pf pj 1) 11# 1 L'T E MEASURES SUCH AS BERMS OR i ,. 7 }�1 r /' ;, '•° -''''''-.--114:'' !II '.4t t 11 1 i I4 \�\ MAY BE REQUIRED.THE WASH-OUT SHALL BE LOCATED WITHIN I F ( �` ljf 1'1 , if p 11', /II `L 't ,! 1� `~11 1• 1'' 1; j'f ;f'` t 1 ° gip t OA tr SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT Z r T is J fl 3 f s i 1. s t i j 1 �' f '; ,, ,. "t' i.j j 'f.,r f r ;# ,', oo , a�, i%> ;• usa x * ,. i 11 REACHES 5D7: OF THE CAPACITY. w.,� �,, r 1 ! t • ! 1i Y` t-7. sSyt •i 1 ! . „ 't , •1. i 1 + - 2 . �,e., .A. "` ,;,:k.,......, -�I�j i / S� '',/,, uJ 4i`_i ! t1# i, p, t yy{1 t '{tp i t 1f, i ill ;;+;:•, ° '• i!, /f) J '"' } 11. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT 1 ' •'iA ii^ "AM?lA ?a • filllilt i„;,. f,�i fj;'i JI j( ;1 _ / j 1 lifir ,A eti ..•, f11 } % / BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS -- , i i iii ••.;�•'' #s SHALL 8E PICKED P N rt .I. .d 1' r i f l fi r U AND DISPOSED IN THE TRASH. Z "off% 'A' � i`!T�'♦ '[��'1'AlA�i•A•A�at�w.�r�ae�yr.iliil"Y” .,..: iyL'",s. .,A r-.. ritl ♦ y*�'f.er. f5•�/'*fE'• v-i��7i uii�`yY a.if#'.41e.f.is r Ike .ikA4A4 4 Y4 ! -: '::,.e.�'ry bt's_<,�;(P„*.;.ak�iX►�� A�r�j w��4G�*��jf�1�..-_T -� ��,.;..�r �F �tlt ,, 12 AVOID PAVING 1N WET WEATHER WHEN PAVING CHEMICALS w70 ,yr47iz' ;�, . v� �#' �f , 'r CAN RUN-OFF INTO TTiE STORM WATER SYSTEM. r. �,% ! L 7 13. USE 9MPs SUCH AS CHECK-DAMS BERMS, AND INLET / ,# �r •'' E:a� � -.r I '4 r'"/ `- PROTECTION TO PREVENT RUN-0 FROM teawrM. a orrr� ..:,, ■� rs • ri e .re.» i*• a FF FR REACHING ”' t 16054 'A DISCHARGE POINTS 'OP PP t` �"�� '' `>� �:'. 0 I ifs 5 ,: `DIkO BASIN .. --: \- 14. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE SCP c.iPOINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO ESOP CUT-FILL PLAN M I I' ./ PREVENT INTRODUCING THESE MATERIALS TO THE STORM Q cQn a" f r / WATER SYSTEM. RE-6 15. LONG TERM SLOPE STABILIZATION MEASURES "INGLUDING - •o MATTING SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY it c.0 , C OCTOBER 1. a�oU - - .� 3 �w I I SCALL .INCH=46 FEET C 7 ■ MEN oZ I i a� t I I I 40 _ II 4 a0 NTL 1 PtV 1 f _ �` , : ' / t .,D \C' f / /"+ SHEETNOTES j F + " , i` �� /•, ka t om,k t.` `Y .J( ,'i. + ` j}f a 3 ' f / 1. APPROVAL OF T}{IS EROSION S DIM • r / / 1; ..--,el ; a� f . '< .0 €, , / t: / r I E ENTATION CONTROL (ESC) / \ \-.. / f I r,l j PLAN DOES NOT CQNSTITUTE AN APPROVAL OF PERMANENT f / 3 ,d / / 1 o "- a / / /r° ,?-e' ROAD OR DRAINAGE DESIGN (E.G., 51ZE AND LOCA11ON OF / a / { :' ^g �' •; /'f r il ,' / 1 vs. ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, r:*"'"'"-% _ # f.ter= l t s. •�� \ f .y �1 F 7 �„ / / UTILITIES. ETC.). I / .„ } f •f .' f ;: f r lirilii ` �a rT;' • ,� M:' / 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE /.. � . L._ 1 .r I / CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND F' `.s . , r r�1 /' =� 1! f fr, f ' //1 /' k:' „`' UPGRADING OF THESE ESC FACIUI1E5 IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS '` / y,. COMPLETED AND APPROVED AND PERMANENT ;+ f" ,f / / �; f +, /-rr3 f / I VEGETAIION/LANDSCAPING IS ESTABLISHED. 1 r?a s"/' �7 :x .. ,..'4",-,Pct' ,t 3. FACILITIES SHOWN ON THIS PLAN MUST BE K a.;., it • / /'r ' t /f "' / -++ CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND t� ` ?dR+` ��'' // /" ;f'r J ;;r ', I,r' '' / .k — GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE { s �: 1 _ .. / /isfr / / `1/r / .- 4 THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER s ♦ '..t...---Z.4...., / i f/,/ + ;/. / -:' THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE ' )rF / - / WATER STANDARDS. . ` C' :»hrr MAXI X'xRS.. -� l�l R' = w. .... f'+ ;F F` ,' �, . • /'' _.. ;r} + 'j'' f+ f 1..1.11.1.111M." 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON a _ 1 / / COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS )4'/ / ! €e ' AND INSPECTIONS. ,w ^ ff } it I • ' • # /. / l f I \ 5. DISCHARGE POINT FOR THE SITE DURING EXISTING CONDITIONS i//. f ' IS AT THE EAST EDGE OF THE PROPERTY. Za I I H ..., _ , ._,„ k f` f e 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE PF/4 Z tt OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY ,:;: t I j 1 T Dull Olson Weekes IBI Group • .�v /- _ 1 . x, { , ; f DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWNG ANY P _ '' , / / I' (1‘75.,..,, k o=;' t A.. SEDIMENTS FROM LEAVING THE PROJECT LIMITS. Architects, Inc. �'V ,f.,`:,.. �r`r >; 7, TREE REMOVAL AND TREE PROTECTION FENCING SHOWN FOR REFERENCE ON THIS SHEET. SEE LS PLANS FOR ADDITIONAL :, � g� 907 SW Stark Street Portland OR 97205 USA \- ..� ,s•,j A Y / '`') / / f ` k ft s / .11)'i Sr.;><�I :r "7 J v:1 • -' 44\. , \ ''\ '.1.e," , / / .........../: r i F ' /1j/•�r zr, 1 ..» :�f '` INFORMATION AND TREE PROTECTION FENCING DETAILS. tal 503 fax 503 .., ; u4. , r /, � y i n I i.0 \ !ri/ ' fsp i j c ♦ ♦\ ""t`7 o' www dowa-lbigroup-corn www.ibigroup,corn VIN1 ..1 L = . S l' �f- "` 1, 1 / f '411`sf E 4 ' I � - `- tf ` = EROSION CONTROL LEGEND • i . is 2 f3 / , : \ i i Et .t esu ` t f r{•5 ",•, ..1i...; '.. . . ✓ �? �x ,l, f !• •-•' /..., • LIMITS OF DISTURBANCE SHOWN : .. K' i rolr •?, '`'-:,',•-....".'4,...„, ° i / J`moi' „ \ \ \\ ! / ;r, ••y Z �,. ♦`' \" OFFSET FOR CLARITY lw. {�: y ? l` E !„��•�.. ''..1-1',..„ ` 4 ^'y i ft ,`,>... - ,;''\ ,,,. �,� .,.� '� ;:;7/'4-,i /fl�9; \ .._. EX. CONTOUR MINOR /- / r FY I° € ;\ �, tea” } ii c;°rT X CONTOUR MAJOR '1tOlF. Racers�� • E C 0 *.',1 , ` {, 'r w ~`t 1/ ' „,,,,.;„.„:",,..1,., . 5 PROPOSED J / �V �aG y� • ' s AFP i % ” , �e �.:._: / ` . \ ;� • v.6 DRY BASIN 74 • BA 7a1 PF tN N. -•�, \ � ..°K" t„.....„-i,, �� • ;; •' \ • i \ f 151 CONTOUR MINOR (FG) I = r a ; .. dwrrn :-:,:e;,l,s.� Y '� \ \ ', r� :.fir :� ,�'' „� • :' • r I .... ,., :• — w " !• — +` ; rtelir i �i i1 151.. •."•••• ., . 0.0 d � ' r4 : ,. .t;. : . ...a �°'" ^ , I�j'�y'�A�.• r , �� '!>F T"'‘ '� � , ' IrS4Ei P `r' IG 100 Q r _ .. \ �, �� 0 PERIMETER CONSTR. FENCING q� R 10 p� ': ti s,4.��.�.lf �I� . wit . s^ ,� �•� #. • CD Il TREE PROTECTION FENCING I • + i1..I1.+�1., L.:0..illibi,..161‘..7.12.:4::-...7,1s.L:' a : < r ;+.... aYv s t ` (REF. LS PLANS) I ExvKAnon uArE: iL]V70f! I I , ,y �.00• R �' Ijda 5+ a z? i1„ ti / y. , +•` l , c ` C\r �rml...�M` ` �• �/ � '�: �1 iE \7'b' '�Y :,\ \ ' _ ti aE� ♦\♦♦.. ... „. .......�.. \ ,.,,....,,.a.., �F q r x\ a Z, � R� 5F C1 SEDIMENT FENCE .„ , . , t I 1 �/"► DRAINAGE FLOW DIRECTION . ... .•• .a, • I I 1 ."_ . . , i, i .•' ,,,-,-..f Z' f 1 41 •a4 '.-. X x ` .. - ', " I ,'A` \"• � r�Y�Y Y c GRAVEL CONSTR. ENTRANCE0 I I I 3 ? l n •a'r I \ y I. ,` ..... y r �(i' �.C \ r t f — — r:. aj •,...,.›..: ti� it '`• ? r` IP INLET PROTECTIONfb I k :Faa- xr.v,c ratE A,s=.rnxs47.,.;,.. ...„„,t1i 4 # �• �, PRE-K J DISTRICT BUILDING `� * ♦ `a¢t . f f r1�'” ` ak ♦ I a ' h 9. -4,/ p •`. �'' Y STRAW WADDLE ON SLOPE VW I I it' • % F_ r 4...:;.... 74:40-X • I10 i �1 ! 'e _ ` _ f ! / t`^ 4. ...s vim: �- - - 'r j/ /� z/. ///' , f •' :il IS > INTERCEPTOR SWALE U5, 1 i., CI: ... tir a .., •'.y.'. ff ;` �� yh /it, ' TREE TO BE REMOVED L: ....: tit' 01( „-,; .... ...or:"I‘ s. 4 Al 1 i GATE t /- (-1' 1 J ! 1 • . -•"`.•., - . NOM i = tMMrR r l _ _ \ • ,� e i ,.: / ' r� • • '`_s •. • ” AREA TO PROTECT EXISTING Sg@S pro,. -�-. _,�:.--r. -.� :' ,...•••••,,,,:.a J ry , i ` « ••a`,i ,r ,yam'+ rEAN5 _ gra �iiiiiiilc,,,n r ....:.rr� ► FOR REFERENCE,SHOW IN ! / '+ : / .. — — ORETRE>°PROTECTIONL C • .'; / 1a / ' �� . . -IP ! / �`a, CONTRACT I / / MEASURES. o 'kdb,4 ,, ., , • , ,...• If ......,....---,411.c•( , co 0 .. ,.4„....,„ „, I!, . .. ,,,,. / I ` ; l. I ' „w , Q. 4.�i a i ,�`+ /f :/./1,/f7, / / fi �/ qt �L rr F.\-.1 CO ..... w,fie��••i. ! , • ? ca^sxm,,::aec;+'„ c�.oxr:;tea • _ � fr + ,. .,::, @fix / CD° C-:4731 a...I r f\ Sy7.......:.:: .(i ..a.s. � :)�iei•:' .• : . , I . �' ;� c♦� (:7.6 SEDIMENTATION / / ' • f>3 1' / TATION E #� c '� fJ� y«► '*=•`+ • I / ` ' / // . POND, �`` 0� F= — — — — .., , ” ' ,./ ,/ / ' PROPOSED CONDITIONS � o ti I _ 1 Pe .::: .. 446 • � : � t f. , F` - CU - . -� ,, � , _ _ _ ESOP NOTES A+� ~ ® d , / i / !►— w� 1. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND V7 I •X�+•Z .• �'-� _ .. !' -* / i f LANDSCAPED PRIOR TO THE STORM WATER SYSTEMCI3 - a - / .`' rd / f / �F EXISTING DISCHARGE co s," t r- / i r r" /ff �` i ,� LOCATION FUNCTIONING AND SITE PAVING. E c...-7,3, I . •; T ✓ — 1,l f / ::./../' '' / /•, / } 10f 2. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY u7 ;:;: !:� lf1`o�y , It i 28Qr .". / L� � /! t. FOLLOWING PAVING ACT1VI11ES. ma�c�-'RIImp�# TEMPLETON EI.EMI:NTARY SCHOOL .� / � / ; �4,�/ ..,, „.s. , .,..-.., r - fip, 1, , f /** 1q3ff iY�+r�d "6,1,...,:,..T.,•-•',. - -" - d//". / --. / -•-i ii ��Y , : I ✓` 7�► . --"'•.rte i f: / , '' ' i / 1 CONSTRUCTION ,‘ :0044, .. .„,- -'`/..•,-1 ',`-'• / ..a ". 1/77 /'` .t, et// ,n t` STAGING �t . I - 'alio > / ,Q"..-•", ,f/ •"f 1 / ; ,;, '^.,,,.,. • /- N A'� - / 111 SW Fifthaerr Ave.,Suite 2500 / P0:503. 27 3251 eve! :; • �f•••'/ ,` s- ,O // / I �` `'S / ` / H :Or/ / O:5D3.227.3251 ��111k. J /( .� F:50.3...„..27%..n.,.... �+ t 1' r l / / !f ►r I> ww . .•• iiiP' • \ /'' f1 I / . e - STOCKPILE ': p / kce co /' / • 1 ,� AREA / \ eL , s „.. /, (..., t , O f I "• ))FF A L l ,,.'F -\. 1 1 1 i„,•,,,,/ Iii. ..\\\ r h / .,I, � �� , I .... , _,: ,. , . ... ,,• i .: i pi ,' 4, i ' / ...._ w r I( y p a n • UJ I r: ' \,( ., 4i! :r' i.� / {, / .:4,,.,.,+a , 'w,,,.+ i ' AI HVA \• '. . ,‘. / m ` \� CI 1/./..;..:......, . i/.._. f I ,l • Phase BID& PERMIT SET ..,.R,..... .....R,... GN ; 2 EACH FOAM DUMP STRAP� t:"'"----. " I. C EXPANSION RESTRAINT (Y4" NYLON ROPE, 2" FLAT WASHERS) [.. 1. ..,......._ DUMP STRAP • 1" REBAR FOR BAG '•1, BAG DETAIL REMOVAL FROM INLET IPA. :�� ,z ,,,, REGULAR FLOW ,- �� I 11 SILTSACK®' „.\ •,i'::(•• ---- ,.� ,. DUMP STRAP \� f •. z ,< Dull Olson Weekes -181 Group . • pep Architects, Inc. ' ry�0 tel Stark Street Portland OR 97235 USA tEl 503 226 8950 fax 503 273 9192 s?›<:-WIDTH=W www.dowa-ibigroup corn www ibigroup corn b MilMilliiiiiMM LENGTH=L 9 • ANGLE BOTH ENDS OF k .. SEDIMENT FENCE TO - • ' ASSURE SOIL IS TRAPPED w , ;qk vS��E4 ?M EFFse. �o INTERLOCKED 2"X2" POSTS 1" ,77------ �� i9701PE y9r NOTE: AND ATTACH (SEE TURNED 1. DO NOT USE HIGH ENDS CONNECTION) ��".. FLOW INSERT BAGS. PLAN VIEW FILTER FABRIC OREGON FILTER TFABRIC T GRED ��NARK DE�tO 'OP �o TOGETHER TO 2"x2" WOOD INLET SEDIMENT PROTECTION FORM POST _ POST OR STEEL 1 FxPIRATIONDA-F. tomsI 40 SCALE: NTS POCKET FENCE POST FLOW . Ar. m o 36" MIN. :. . n m EXPOSURE .E;E:a‘iiiiiikal' EXISTING GROUND 3'-6" O POST441011101K.- ....40,/,' l �� r MIN �'`� • FILTER_ ? '� i' /Vninb'/' /h ,�"�//-4"-6" QUARRY SPALLS SLOPE TO DRAIN BACK TO :-.'-'-::. STAKE FABRIC y �U �� SN;. 1,,..0.:...a.„,,,, RUN OUT AREA: GRADE WASH (EYP.) DETAIL FABRIC .1, TO DRAIN TO WASH TO POCKET 1 8' MAX. -1 F r .., .__ - - _, } ADJACENT• LLS SHAL TIGHTLY Q FRONT VIEW SLOPE I ABUT , .� HORIZONTAL TI I €12f ' 450- 0400 T DECTION -:-.N " il /1 36' T BACKFILL i L 1 1V TRENCH MIN. PLAN VIEW � �v+� 6" 0 WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (6"-10" DIA.) TURNED ENDS , l MIN. 16' _ _ GEOTEXTILE END CONNECTIONS '\•,, . I "� g' - MIN. 12`- ! INBED WATTLE 3"± INTO 1_: if.� 24" y EXISTING GROUND SURFACE - ` O ` � `. TO PROVIDE CUTOFF MIN. N PLACE RAILROAD RAILS 2-8 INCHES TO �" -USE HIGH PRESSURE WASHER AT WHEEL *, EXISTING SLOPE = I` SHAKE DIRT AND ROCKS LOOSE WHILE 1 .., ' " DRIVING THROUGH WHEEL WASH. WASH TO REMOVE ALL SEDIMENT FROM , MIN• I •V cr) VEHICLE TIRES, WHEELS, ETC. SECTION 'A' SIDE VIEW C V J O DIRECTION OF TRAVEL 18" NOTES: NOTES: a) C 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. 1. THE FILTER FABRIC SHALL BE (36" MIN. WIDTH) PURCHASED IN A CONTINUOUS E c`ri I€,,, •. �� ` -E ;� ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN 4 _� 1% GRADE --H - [r--.7--;-----,k -i E I • : ' � ,,,,,,,,,. -__.1.-- I I 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT CD CO H- I . - n PLAN (5' MIN - 25' MAX.) A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY ' ., • 5O`(MIN. I I I -1 I'I YI 1 I_1 }j i ' _I FASTENED TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON W co CD _ )I i.... 12 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. DETAIL SHEET. 12" 12" IMPERMEABLE LINER 4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS 0 GRASS, OR RYE STRAW NOT PERMITTED. WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET I c CD CRUSHED BASE COURSE 01 STRAW WATTLE ON SLOPE APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. a) L C'7 M NOTES: SCALE: NTS 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL a 1. CONTRACTOR TO MAINTAIN WHEELWASH DAILY BY REMOVING ACCUMULATED SEDIMENT AND SEDIMENT EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE E V3 t j 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 , 0 o WATER TO MAINTAIN 12" OF WATER IN WHEELWASH AT ALL TIMES. 1-0 MAX. 57. SLOPE WITH 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED i. I-- 53 . , 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. cn 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 MEASURE OR ITS UPSTREAM/ DOWNSTREAM CONVEYANCE STRUCTURES. EXPOSED GROUND USEFUL PURPOSE, BUT NOT BEFORE THE UP-SLOPE AREA HAS BEEN DOWNSLOPE 1' `i. - PERMANENTLY PROTECTED AND STABILIZED. 4. SEDIMENT REMOVED SHALL BE DISPOSED OF OFF-SITE TO A CITY APPROVED DISPOSAL FACILITY. lq:if\ 1. 6. FILTER FABRIC 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. v1 SW Fifth Ave.,suite 2600 Portland,OR 97204 TEMPORARY WHEEL WASH INTERCEPTOR SWALE SEDIMENT FENCE O:503.2744681 R 503.274A681 www.kofi.com SCALE: NTS SCALE: NTS SCALE: NTS cb o H- o'. ocL 0 o ¢<z- CULVERT DRAIN LiJ •Q SIZED AS REQUIRED c`., �R LEG •cNI A 48" HIGH DENSITY ORANGE �`oQ�� +oaf TO PASS FLOW A$ p +►- POLYETHELENE SAFETY FENCE .�� '-'•,, a 0p T SpAC1 MINIMUM 12" -F` Q� GGA c p�F -:�•�nog• r� k e y p I a n 50' MIN. ��L• a '"I'•=0. ... .,..-„, A `P', ¢a p�5 OVERLAP OF ',•-`'. + • a .1'6n.& ' ° a phaseI BID & PERMIT SET .aq yav 4 SEAMS � < r ;•r,r g-tr,i uA 4,:,: '.' W STAKES: 72" T-POST DRIVEN � �0 .p f n-0 !� - ' 1 „,,,,J,, ` $ 20" MIN. BELOW GRADE a `. . , °. •.. . ''.0 , . k ��.�� tik; ""�w< *,�,: 3�°"v. 0lk _ 'r a ae 't° -°*°a �¢° "e-- :I'' 4' .'' a., °% ''. r, ''• WIRE OR ZIP TIES TO SECURE .°«` , • a. _ SAFETY FENCE TO POST a 25'R MIN. ea . ?.° a� ne,- 12 MIN. date I February 9, 2018 • c9 r - x FINISHED GRADE - revisions Q a .", ,,�., -0• °. ° , • QUARRY SPALLS I F' = , Y ° ' A° . ' ` 20' MIN. LU 4' ° ° _ SEPARATION FABRIC 4 . . p �f( °« ° ° ° UNDER AGGREGATE Jfj • , • 4 i d •, LJJ rr )1 ( f, $ I • f' « . F G _ '. �i. , ' r I p , ;" « F NOTES'1. THE ENTRANCE SHALL BE MAINTEINED IN A CONDITION THAT WILL PREVENT o -• Amp 4 1 AL 1 "II °.°° - *` - TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY I ° ° r AS SHALL u u�,w j F 1 BELPRO PROTECTED ASTIVE E PER PLAN. ,�y��r.° ag ' ■. -- ' h ,°Po- 'I - - REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED 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 FASTENED SECURELY TO THE TOE OF SLOPE PUBLIC RIGHT-OF-WAY. project# 16054 F SAF12 48" ORANGE FENCE, 12 FEET O.C. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH 1-1. SAF11 48" ORANGE FENCE, 11 FEET 0.C. T-POSTS. CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR c-,) SAF10 48" ORANGE FENCE, 10 FEET 0.C. 3. THE FENCING MUST REMAIN IN NOTES: SEDIMENT BASIN. ESCP DETAILS O 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA o PLACE DURING ALL PHASES OF THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO alp 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 U TOE OF STOCK PILE. DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. 146OF THE PROTECTIVE FENCING 3. COVERING MAINTAINED TIGHTLY IN PLACE 5. DIMENSIONS: 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, ao; SAF7 48" ORANGE FENCE, 7 FEET O.C. MUST BE APPROVED. BY USING SANDBAGS OR TIRES ON ROPES WITH A GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO PREVENT SUB-SOIL c., SAF6 48" ORANGE FENCE, 6 FEET O.C. 6a MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. PUMPING. c C7 . 5 . ORANGE CONSTRUCTION FENCING 6 PLASTIC SHEETING CONSTRUCTION ENTRANCE . Nub SCALE: NTS SCALE: NTS SCALE: NTS NIA., --- - - _ .... ._ .. SLOPE BOARD NOTE: GROOVE BY CUTTING ii..%'...) -'''.°N..), SERRATIONS ALONG THE CONTOUR. IRREGULARITIES 3N • `rho ryAllirs � THE SDIL SURFACE CATCHo RAINWATER, SEED, MULCH AND�� - Alll rt.KIILIZER. IL I t ,, _. liplipre .i. ,' , ,-.4.011:!!'7'1 _witCORRECT • ;, !� ; - 'TRACKING' WrH MACHINERY UP AND r= �. I�'�•''y- - DOWN THE SLOPE PROVIDES GROOVES .'1 , THAT WILL CATCH SEED, RAINFALL I l )'"' ''' - AND REDUCE RUNOFF. i ea I B I �a--:. '1;..- .. DOZER TRACKS CREATING �� GROOVES PERPENDICULAR ��''•`•% ��' TO SLOPE �j� .r- S<1...3.0Dull Olson Weekes -IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www-dowa-ibigroup-corn www-ibigroup-com +." INCORRECT �` ��—. �` �— Iwo.�.�. SLOPE OW- `�IlibirBiumnr:.:.:C•=rt.g..7%... \ow)PROF'EJf1fyy �, �_�� 79701PE r ORANGE CONSTRUCTION ' �}��. ��.• ��. FENCING AROUND POND ._ = ,-^ f INIM.MM.' r. •••• OREGON •R: C.NSTRUCTION B •': CONSTRUCTION SURFACE ROUGHENING �. dU`"aftx°�� FENCING AROUND POND C73 ® FENCING AROUND POND CAT TRACKING ON SLOPESI EXPIRATION DATE: MM. MII • SCALE: NTS 0 TEMPORARY AWS BLANKETS SHOULD C'•� POND BE INSTALLED VER77C4LLY ' 44 DEWATERING DISCHARGE DOWNSLOPE - IMPERMEABLE I= or. r BL4Nk * �� GEOMEMBRANE. LINER ' �� IMPERMEABLE / • &WA�, ,� GEOMEMBRANE. LINER — -- — — — — — — — / , k t e ��_ , /= 11 r _ 3' MAXI , . ? ----•,- / 3 ' *' s ; a *- e / e / ' .USE JUTE EROSION r r \\ CONTROL MATTING, L= •` i,,_!•;‘,.4.-. z ,..�. --. `i .��. � \ . TM. rrrLLL ' \///� OR APPROVED EQUAL }• 3 - F. .� 'r�' .a :fix » 'f"+ Olt V'V P I `� �...._ / e / 4L, /�/� _ -- /e MIN. 4" ' l' \\/�\ OVERLAP 7 ' / /\/ 1 1 /2� t` V♦ o / t // STAPLES ti TYPICAL SECTION �_ _ r \, I . _.._y,.ir .. _..-..__. _ . C Ci) o 41 TEMPORARY SEDIMENATION POND �\ A* . .�,: SCALE: NTS \/\I/�/\\ /\\/\\/\ I , N E ISOMETRIC VIEW \.�\ \\\' ERM" \.\\.-\2, a) CO F- "&ss&\..\\.%\'�/\.�a\��. ..•- W co cn TYPICAL SLOPE NOT TO sr»a 0) SOIL STABILIZATION 0 = o ti NOTES: �• I O O 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND 42) -0 co ' ' GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. Emma /) 7 '• I•i • Ir.• © 3 IN k 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. On L MATTING ON ALL ® 17) SEDIMENT E C/] M M �---- k;., SIDE SLOPES PROTECTION ON «+ 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT C3 Q a ! k .. CD !:3 LCA \/ MAX WATER SURFACE DITCH INLET CONTACT WITH THE SOIL DO NOT STRETCH. CSO ._,,,--"'y 1#1.14. 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. ''"S"' ..::..:::.::...77.:----.. 0 EROSION CONTROL MATTING lq:/ff . �.f ,N. -••...•.•.•.... .., ► SCALE: NTS '4,,44.4r-04, .yam., DRY BASIN NOTE 4' , ' THE STORMWATER DRY BASINS ARE A 171 SW Fifth Ave.,suite zsoo • *. 12" TOPSOIL PERMANENT STORMWATER FACILITY AND MUST DISCHARGE Portland,OR 97204 BE PROTECTED FROM SILTATION DURING THE - 0:503227.3251 CONSTRUCTION PHASE. OVERFLOW INLETS p,, • F:503.27'46131 WITHIN THE STRUCTURE MUST RECEIVE INLET -55 GALLON DRUM ""w'k°g'corn Ca PROTECTION. WHEN CONSTRUCTION IS PROVIDE CLEAN WITH 2" DIA. WEEP COMPLETE, ALL SEDIMENT, JUTE MATTING, CRUSHED BASE �, ;;.;,. HOLES NOTES: COURSE 'r{"'` : . : O SHALL BE REMOVED FROM THE FACILITY. �iy�r ,�,.., 1. REFER TO LANDSCAPE PLANS FOR PLANTINGS, �' WRAP WITH FILTER I- 2. EROSION CONTROL SEQUENCING: UPON INSTALLATION OF DITCH INLET, SEAL RESTORE ANY AFFECTED VEGETATION. ' FABRIC OUTLET PIPE UNTIL JUTE MATTING IS INSTALLED ON ALL SIDE SLOPES. 1 1 - 111; • ryz� ;1 w TYPICAL SECTION ; ` r'04 WIRE TIES ., f SUBMERSIBLE PUMP M DRY BASIN EROSION CONTROL ' >;.cc> ` , ..; 5 SCALE: NTS '4.21_. t =N _.� F 1' MIN. �;- --.�- ._._ 4. key plan J phase BID & PERMIT SET o LI NOTES: 0 PUMPS SHALL BE SUBMERSIBLE. CONTRACTOR IS RESPONSIBLE FOR SIZING PUMP f BASED ON FIELD CONDITIONS. date', February 9, 2018 U rn revisions Q MOBILE 55 GAL.STEEL DRUM W/PUMP Z E iC POND DEWATERING I WJ SCALE: NTS o I Lu I I a_ IT project# 16054 N ESCP DETAILS m 0 0 Q,- ricicp oCi- U C 7 C7 . 6 6 oo� oZ Cs4 di rn-J 3 :._. ---) iv mi I PUBLIC FACILITY IMPROVEMENT PLANS LEGEND e I B I I PROPOSED DESCRIPTION EXISTING TEMPLETON ELEMENTARY SCHOOL PROJECT CONTACTS Dull Olson Weekes -IBI Group — PROPERTY LINE --- �°°°� -- ---•.. - - RIGHT OF WAY - - OWNER: ELECTRICAL ENGINEER: Architects, Inc. EASEMENT LINE - — -- — -- CITY OF TIGARD, OREGON TIGARD—TUALATIN SCHOOL DISTRICT PAE ENGINEERS CENTERLINE - - 6960 SW SANDBURG STREET 522 SW 5TH AVENUE, SUITE 1500 907 SW Stark Street Portland OR 97205 USA LIIMNIMIMMII :< BUILDING OUTLINE vriifiIVVVAIii/iin TIGARD, OREGON 97223 PORTLAND, OREGON 97204 TEL: 503-431-4016 TEL: 503-226-2921 tsl 503 226 6950 fax 503 273 9192 www.dowe-ibigroup.com www.ibigroup.00rn BUILDING OVERHANG - — — — - CONTACT: DAVID MOORE CONTACT: MICHAEL LOPEZ I •. . .-. . - ., •I SIDEWALK/CONCRETE MIIIIMIMIIMMIll „...... CIVIL ENGINEER/PROJECT MANAGER: PROTECT MANAGER: CURB PROJECT SITE KPFF CONSULTING ENGINEERS DAY CPM CURB & GUTTER -- -•• - 111 SW FIFTH AVENUE, SUITE 2500 12745 SW BEAVERTON RD, #120 EDGE OF ASPHALT PORTLAND, OREGON 97204 BEAVERTON, OREGON 97005 GRADE BREAK TEL: 503-227-3251 TEL: 503-641-4100 CONTACT: PAUL DEDYO CONTACT: ANGELA CAFFREY ��D PROFFS - — — r.-. - SAWCUT 4, N*co e. r�0 ca CYCLONE FENCE, UNO c UTILITY CONTACTS y{ WOOD FENCE C COT STORM: COT WATER: �.-�`--'•' 13125 SW HALL BLVD. 13125 SW HALL BLVD. OREGON SIDEWALK TIGARD, OREGON 97223 TIGARD, OREGON 97204 ,o 4/ to- 10°� o 177 -7-71 . TEL 503-718-2607 TEL: 503-718-2600 �Ui MARK 0I LANDSCAPE AREA CONTACT: ROB BLOCK, STORM SUPERVISOR CONTACT: SAM MORRISON, WATER OPERATIONS SUPERVISOR I EXPIRAnon DATE: O/JVa01! ,v, :e.:.CONTOUR 2 :,0:...,k.::'"" STORM DRAIN SD IRRIGATION I — ABBREVIATIONS SANITARY SEWER 5 AC ASPHALT CONCRETE SS SANITARY SEWER W WATER MAIN W APPROX APPROXIMATE ST STREET BOW BACK OF WALK STA STATION G GAS MAIN - 7BW BOTTOM OF WALL STD STANDARD (PER RECORD DOCS) CB CATCH BASIN 5 SIDEWALK CL CENTERLINE TC TOP OF CURB FP FIRE PROTECTION CONC. CONCRETE TP TOP OF PAVEMENT A 6 t;CATCH BASIN ® ❑ DELTA TW TOP OF WALL • AREA DRAIN E FASTING Ti'? TYPICAL UTILITY POLE a EXIST./EX EXISTING W WATER 1=I—• o-LIGHT POLE FH FIRE HYDRANT W/ WITH FL FLOWLINE WM WATER METER JUNCTION BOX ❑ G GUTTER WV WATER VALVE GB GRADE BREAK �.IJ • CLEANOUT (COTG) CV GATE VALVEHP HIGH POINT • MANHOLE MAP FROM: GOGGLE c MIN MINIMUM �11.-- WATER METER CI VICINITY MAP '010- FIRE HYDRANT �`' C/) N NORTHING � -1:-.� P/L PROPERTY LINE 0 -l 0- FDC SCALE: NTS PC POINT OF CURVATURE 0 Q PT POINT OF TANGENT GAS VALVE 0 R RIM SIGN R.O.W RIGHT-OF-WAY V _ __ TREE ` S SLOPE (FT/FT) Ci) O UTILITY VAULT SHT SHEET a1 = ti SD STORM DRAIN • THRUST BLOCK CZ U Cr)4 V J CC o = iiJ -...,=, co CO r w NOTICE TO EXCAVATORS: W c s�V ATTENTION: OREGON LAW REQUIRES YOU t_) TO FOLLOW RULES ADOPTED BY THE _ p I` OREGON UTILITY NOTIFICATION CENTER. CD o THOSE RULES ARE SET FORTH IN OAR40 i952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN Lr Cr) c,—.,,,— z COPIES OF THE RULES BY CALLING THE 5 J Lo hi CENTER. O (NOTE: NE TELEPHONE NUMBER FOR CD _� ' LQ CD IX THE OREGON UTILITY NOTIFICATION m CENTER IS (503)-232-1987). I' CD v J co POTENTIAL UNDERGROUND FACILITY OWNERS SHEET INDEX DigSafely. ltrIff o Call the Oregon One-Call Center SHEET SHEET TITLE Oti 1-800-332-2344 NUMBER 0 0 [ C0.1 COVER SHEET 111 SW Finn ave.,suite 2500 U o y) EMERGENCY TELEPHONE NUMBERS CO.2 NOTES POrtlend,oa92204 O:503.227.3251 LI 00.3 EXISTING CONDITIONS F:503,274.4681 o NW NATURAL GAS www.kolf.cpm Lu m M-F lam-bpm 503-226-4211 Ext.4313 C0.4 TYPICAL SECTIONS E AFTER HOURS 503-226-4211 C1.1 HORIZONTAL CONTROL u1 w 0 POE 503-464-7777 C2.1 SW MURDOCK STREET PLAN AND PROFILE 0 1 o CENTURYLINK 1-800-573-1311 11 v i CITY BUREAU OF MAINTENANCE 503-823-1700 C3.1 STANDARD DETAILS M a CITY WATER 503-823-4674 C3.2 STANDARD DETAILS C_? ,F,m VERIZON 1-800-483-1000 C3.3 STANDARD DETAILS J 11 co o I C4.1 EROSION AND SEDIMENT CONTROL PLAN Lo NI C4.2 EROSION AND DEDIAMENT CONTROL DETAILS oa O ,no key plan 0 j . . co Lo No.: 1600327 95005W MURDOCK,TIGARD,OR97224 SHEET NO. phased BID& PERMIT SET /` DESIGNED BY: J.ADAMS U �N PUBLIC FACILITY IMPROVEMENT PLANS LI i col<Pfif �' DRAWN BY: TEMPLETON ELEMENTARY SCHOOL R.CADUA C 0 . o Z 111 sw Nrtn Ave.,Suite 2500 0� p5y CHECKED BY: P.DEDYO CITY OF TIGARD,ORECON date I February 2018 Ili-6" Portland,OR 97204 O% PLOT DATE: 217/18 10,15am _ 0:507.227,3251 (�] L:it F: 503.224 4681 A I www.kpfi.cam Q 0 PLOTTED BY: rcadua COVER SHEET SHEET 1 OF 11 revisions Qfl DWG NAME: C0.1-COVER.dwg RECORD NO. I- REVISION DATE DESCRIPTION BY 1 TAB NAME: C0.1 1600327 Z Lu M LL LL Z o Lu J tl w project# j 16054 cm PUBLIC FACILITY IMPROVEMENT PERMIT r PLANS ,=— .....-i,=, � T cUr coC 8 . 0 ._z -r: %L.L 4\1 . I ( tH. 4 1 1 GENERAL NOTES CONSTRUCTION NOTES CITY OF TIGARD WATER CONSTRUCTION NOTES CITY OF TIGARD GENERAL NOTES - GRADING PLAN PERMITS I B I fik I II 1. 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 N0. 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 r ELEV=273.25'. 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM PUBUC 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. sal 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 wvw.ibigroup.cam 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 UFT SHALL BE COMPACTED TO 90 PERCENT OF 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD CURBS, SIDEWALKS AND OTHER ELEMENTS W1HIN THE WORK AREA IDENTIFIED !N THE PLANS. 6. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MAXIMUM DENSITY AS OBTAINED BY AASTHO 1-180 COMPACTION TEST. OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS DISCOVERY. "\�W`tq PROFFSJ, 2. CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. � t N ip 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING C5 a. E. 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 �� w 79701PE DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR 7. COVER FORS 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 /: 40 , riiiiliiii _.j _I_ . , , Ii , ...0 i / 1 1 BI1 1 1 , ..., \ , . .,..„, / / ' E , i / 1 I ¢f . ,r ' / !'. / Dull Olson Weekes- IBI Group I { r.. ...;�, / Architects, Inc. 6 I ' t / r if / / I , •# r'•--= ^:t_. // / 907 SW Stark Street Portland OR 97205 USA ;. :--. r. J / tel 503 226 6950 fax 503 273 9192 i , _ f www dvwa-ibigroup.cnm www.ibigraup.cvm / i / 14 I .`'' / /.7,. i ..„... .,..- /4, f �>`D PROFS i 79701 PE 1 i E:-.-" 4ili: i ,✓ f �i NA R K DF Iz E ""''` / �r �,,( I E7(P'iiSTIUA()ATE: }� I ti �I` -2'- •✓ / .J Eli' �` ~ — — — — — — — — — — — — — - - - -EX WATER METER } Es /: .. ., tF�s , s, �. - �. — _ • # y sal,..€ / tli{ EN €PLOYEE w Noi L. TEMPLETON ETO'U i STOP ENTRANCE ONLY PAR ., PA€ ll i,. - tw> " r # S€ S/ _ }1 f I ..,,C-.) : .: : _. WIDE SEWER EASEMENT { : /� �/ 998, j PAGE •..,..................... .... C. -..._.. ...._r...._..._ ., ,�..:,, ^E _.,,.:. .. ,,M_...:... ,f-r �3p ,t•'4 E d . I € tis .,. a , A j / / I I 1 { • r Iia• . I i • el g°'Sg .— —nor, �..,. ....fin...-R"Sa --- 8 ke -- ..........6t:K: _..«..�...._. g•,se _.._ �:,�,. .._.E..............r. � '%\, ;t ; ,,....,,.....,....._,,.,_ ,', t 8"s4 - 8'SS }: p7 r t I m ! ,, f.. tet — ` 3' y i #• ! r,ti ,zA` EX 6" FIRE / WATERLINE EASEMENT,/ '}200q-031024- As O "44°,‘,',,,,,,,, f SERVICE VALVE 1 DOCUMENT„ lie . yygg �,/� l. ` +R J EX B" WATER UNE • I�•1 VII P fMtE ... ... ...,,..a' r ..,._.!E..p .. .tl."9'..' : ,..$,, , --` .....�.._. _. _.—¢--- r' �* e': _._...._.._.._..._. _--'-- ,...:.,... ..._�.....�......._ '�. V ,t11 Y+. #. l .. .. YSf 'WI ! � :t3J�. -�.X# l�'i' 1d ' I :^i� EHadt-�a� 0.1 v �a NO i 5T4P� r` r:s °: `.''. `;/1"""E. I�ICE OILY PARK • t" PARK ;. 1� ill0 RI � %, 1 CO a' 1 CW V\V..';7 l'a if il 11 1 "� a <; '. _ c' ,d ` / ''o.',� r' -'�'.':.:-;;R;--,„,: o n EX WATER METER EX FH �'; �� /�1♦ \ a Ci• o 0 �. , CD C13 _;__ F. f '' _''f. :, \▪.\` .. ri EX 3" WATER SERVICE VAULT # .1.. \ / r a �' _. ;�u� , � � i>:� /:' ▪ A. LOT 19 I ; I �,� r• , , .. \ �_+ � (...-/0�� c< , c:l {':f # r'a� is , j4 a . I... _. iN W up E is EX 6" DOUBLE DETECTOR tva;` # ,,q� __._ f„�. -1,,,,i ---- :7 ro w ` t s 4 :r� CHECK VALVE ASSEMBLY VAULT / ✓f ...- \ ... , i - � a . r ra7 u i , th f011/ 11 I Qw / co � o a,, 4. / � /,..- i1 ( fI \ i t • A.V 0CI"Th \ rs ti; 1 y1 ,m o ( i� I• I j r\ I J ef / lq:Iffi 0 I ....'- /-{ u ♦\\i`:�\ .... i / iE II in Fifth Ave.,Suite 2500 / I ? _ Portland, R 57204 FICR :503 227 3251 �i t f �. F o -- : :503.274.4681, i@._' P / www.kOlf.Comr / ii \i ' •. / A W pLTJ v •'! ', FSE:LIQ I o_Ce ° v —ICY ._.• v ..,,.. . •.,-.. ., • IC • I a, .* I im F: /s� \ CO Nin :....., ` •\ p~ �, 25.00' 25.40' t Z r '•A „� 1./'8 ; a JI 1 i" 1# a k e y p l a n p W JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. a �n y� DESIGNED 9Y: '''' '.':1:: ADAMS phase 1 BID & PERMIT SET 0 iN ��" PUBLIC FACILITY IMPROVEMENT PLANS Q DRAwN BY: R.CAD UA O • i (� TEMPLETON ELEMENTARY SCHOOL 2018 z l<13fmf �Q CHECKED BY: P.DEDYO 0 111 SW Fifth Ave.,Suite 2500 Q CITY OF TIGARD,OREGON date February 9, _ O�` PLOT DATE: 2!7118 10,15am Portland,OR 97204 U 0:593.2273251 (� Q� O`-''� fCa3dllfl revisions 3 �/} tl R 503.2244681 PLOTTED BY: SHEET OF www.lm".gym EXISTING CONDITIONS 3 11 QDWG NAME: C0.3 EXC.dwg RECORD NO. I— REVISION DATE DESCRIPTION BY TAB NAME: C0.3 1600327 ZLIJ MLLI LL.I z 0 I I o_ m Lu project# l 16054 PUBLIC FACILITY IMPROVEMENT PERMIT ,=; PLANS 60_1-5 co— C8 . 2 oz SLI; r---,....: ...------) 11 N i _Ai 1 1 VARIES ea IBI 6.5' STA 10+46.87-11+49.47- 1 8.5' STA 11+49.47-11+66.22 ROW Dull Olson Weekes-IBI Group 16' - Architects, Inc. 3' VARIES PROFILE GRADE (MIN) -----L 2.0' STA 10+46.87-11+49.47 AT FLOW LINE 0.5' STA 11+49.47-11+66.22 907 SW Stark Street Portland OR 97205 USA WI 503 226 6950 fax 503 273 9192 iwww,dowa-ibigroup.com www.iblgroup.com 0.3' L 2 =4% 1.5% I 3o +;iu n 2' MAX. a 1%o° tla SAWCUT a 1:4-7--------MATCH EXISTING 6" OF 1/2" DENSE GRADED, LEVEL GRADE AT ROW 2 HMAC PLACED IN 2 LIFTS OVER -4` THICK, CONCRETE SIDEWALK 4" COMPACTED BASE COURSE PER �F��.,PROFFs� PER DWG. NO. 120 �� y t N� io DWG. NO. 182 (SEE C3.2) (SEE C3.2) 4`c ' 4„. fr 9701PE 45 STANDARD CURB PER DWG. NO. 125 -t---- ---- (SEE 03.2) OREGON '��l NARK OED EX IIRA11U1%DATE, Wm/211s TYPICAL SECTION - SW MURDOCK ST STA. 10+46.87 TO 11 +66.22 SCALE: 1" = 5' 0 L- . -1-0— 0 o CO .� 0 CO 0 0 c, CO0 0) o 4 C w1 o Gi = -ED: E cu co iV L!J co cn o I 700 GCO � � r LO Q. r a cm 0 0 Lo 0 U rn 0 V an0 I- 0 U a w Cn 0 d i 0 4. o V 11Portland,OR 97204 111 SW Fifth Ave.,Suite 2500 O V7 0:503 227.3251 F:503 274,4681 0 www.koff.com z LL1 c L Lu Li— o o o ce - eL N L ' U .,m -I ~ E GQ r_NE n0 Q Lo k a y p l a n O o %a 0_ -OD JOB No.: 1600327 I 95D0 5W MURDOCK,TIGARD,OR 97224 SHEET N0. i` DESIGNED BY: J.ADAMS phase BID& PERMIT SET U g PUBLIC FACILITY IMPROVEMENT PLANS %N OQ 4cj DRAWN BY: R.CADUA TEMPLETON ELEMENTARY SCHOOL C 0 ` o 111 SW Flfth Ave.,suite zsoo ` CHECKED BY: P.DEDYO 111 SW OR 47204 -� CITY OF TIGARD,OREGON 4 date February 9, 2018 �l` PLOT DATE: 217118 1015am (9 0:503.227.4651 kO nJ O�� PLOTTED BY: rcadua SHEET OF revisions F:503,224.46a l `( yM M www.kprf.cam '+^7i TYPICAL SECTIONS 4 11 Q N DWG NAME: 00.4-TYPtiSECT. RECORD NO. Z REVISION DATE DESCRIPTION BY TAB NAME: 00.4 1600327 W W LLI Z 0 I— W I-7 project# 16054 N PUBLIC FACILITY IMPROVEMENT PERMIT =� PLANS (V r Lipo Oa- co-f-: C8 • 3 CVLij -I NLL - - -- - •-- -• - ---- --- 4\0 , ( I WEI 11 I I-, /1 J-s-j-71 ,-• •-, . i ;' . 1 • •• I 1 , / 7 / ./ i /4 1 ,..,.,. \ I 81/ 1 I 1 • • I . , . .., / ./ II-I .1.._.? '..... I. •.. .3., F.I. 1.6 /" , I I ,,.. ,... 12- , Dull Olson Weekes -IBI Group Architects, Inc. ,.. 1 . ... • / I l- I--1 / , ,e 907 SW Stark Street Portland OR 97205 USA •:d-, ,.. I ,-, 1 t..- ' . ...• tel 50366950 fax 503 273 9192 ,., i • ' .1-•--.'•: ..:,... j" ! 1,--,---_,J F . , , www.dowa-ibigroup.corn www.ibgroup.corn 6-i 1...6."..j :j..... r •Ii.ii I . • / / i E-L'•41 1 ' / r / 1 I I • . I / , - 1 / , I i I . • ; '-- . i' 1 • . i / \ 1 s\ , 1 ,0 PROpes, LINE DATA TABLE UNE # LENGTH BEARING I < 1 t ' / .. . il N'c- c, Q., 4,,,- ir; I L1 161.32 S895806E I / .'' / ---' --H-1 i • , I. 1 / ? Ck- 79701 PE I / • / .• • / ! / i I I .--"--;,. .- i : I ._. . : t ,... .... i i / . 1 I,.J.„„ I . . . / 4 ' I ,;X,. ,. ,Z , :. . A . . / . •.: F:1 .:,, '31 Z OREGON "GI A!, . 11 HARK )t' s 1 :--- / 1 EXPIRAI1ON DATE: 12/31/140 I '•'- ! . . •• /L 1 • / ' '............... I ! /1 ••41 • /- '', , .:g. Si- ! • Vi ,F ., A . Ai ..... s . .... ./ I - .............. I J . .. .... .„. .... .......„. ..... ,.. \,,,.. 7 / _ ..... _ ... • I •MM. .. . •=.. , . ,m1 . .. IP OM. . . . , .IMM •• • . . . 1• .II . 7 . . . . 11 TO 17 c; i i ,..., 0 w .... ii -.- . . BUS/EMPLOYEE NO • i •,„ W 21 No II / /II L :, V; '' ; S/ ,- r / I . ... ... . TEMPLETON STOP ENTRANCE ONLY Ii PARK % 1 ,. PAW , ' 1I 17:1.::l'..t.°M.F.O.M ../ 7 / ••::..1 . / /... ,....;--h. _ --.• -,' .., _ '14 Z.. ... d., 4,,'. : . ...-------";1 ... ,,,,„„„,,,,,m,,,..„ . ,,-- . . , - ,,-1 - : .. ._, --- ....,.............,:,.. "8 - (.72 SW MURDOCK ST •Ilt.",..1..;•,.# CV 1 & SW 96TH AVE. POE SW MURDOCK STA .ert • ,.7 • I I ; ........„,,_ POB SW MURDOCK ST ::''::a:rmam,,,mA DOUBLE YELLOW 11+61.32 li I --......... ""--,-..-... „.„...-.,,,,,,...„4. 10+00.00 , 10+....2314 CENTERLINE STRIPING N 132241.99 .is ---. ..i N 132242.08 E 321711.58 ../ E 321550.26 Pliagral ° ii L1 1.:. - - .1...!.........!..: - .P.1` -....411if"."7"""r--. 001' , '' 1 • 7 • f11.11,11,.'1, or.4t115 7"..','\"' 111: ' - L.' " l'i;' ,<:, ':...... 7:',Iii;;;# -;6; d., ., :.....'•:•:1 7.:',...::'':::,,,„„,,„„,„::::.:!!:.::::. ' . 2110'4;.]]::.... -.4 1 . . 1 I .(.2 • tm .....:. el SW M URDOCK STREET _.„,.,.___,...,.,,,.,.,.J.,/,,,,_BIKE LANE 11+54.49 .. ':.......r::: ,'i,i,I4eil:;-. .,k'. „A I INIMINIIII PT 10+36.87 rt.'s. STRIPING -a Aq' 1 .... : . - EIEkt%t4:13 RT 16.00 $,:. a ,,.:,e WATERLINE EASEMENT 0 Cl) ...,..„, hillinium us 9, .,, i „I .. _ . .,.._ ,......„ . ._ „. .", „. „... "-----., - ." .'..- • ••• ...4.-.,...................... "% L:1.•,::.:,!-,:t„,:tim„:.,:.. - : - . 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' l' ...... 0 . 0 v e.:. ' 0 Z I i i I ii \ c... • i LLJ 1 1 t I 1._ w •- CD Lr) l-r) ,_..... ,-... CT) I • - : 1 , 1 i ..• < [' •.' . , , / f.3 \ • / :Awl , = I 4 'j •D h-- ) / m ,.... , 1, / 1 4, r..I ••(.:: 0 I "•• ‘..,„ .----. ‘ Cr) I '6 ‘•, • . • / • . I I ‘E-"E. • E., / ' 0 30 \ IR/ ''''' ....--• . q 0_ ....•-• 1,s ." ....,_ • . N 1 GC 0 0 \,..,`,'1. • •"' ,„---- ----.*' //,:i---- 0 ---- ,A .''''`I = z ‘,4 •.... -.... • , „ 111 SW Fifth Ave,Suite 2500 i 0 li -------- ,'"'........... . : i i Portland,O97204 u I • "II . u-, .------- // / \ "` .......:-..,_ 0:503.227.3251 1 I - ...p / i :‘, \ ‘.... -...., 1 F: 503.274.46431 ›., //, 7/ / t \ .,.. ....koftcom ,„.7' / ,' I\ \ N.... ,...... v :' • n .. LLJ c v t\ \ . • E // / LLI v / / \ • 0 1 0 c-0 I I / \ - I Ce 0 0 i . • • 1'Icy ea 'it/ 2 1 i !CV M Z... 1CV 1 0 w 0 3 1- i ! c o r!. o 25.00 25.00' i 1 I :0 6 " ,. .,. I ; • . 1 rp- co ..‘,•. • -- ' - 2" 1 , 1 C '----- key pIan • , in_ Lc, 6 c° JOB No.: 1600327 I 9500 SW MURDOCK,TrOARD,OR 97224 SHEET NO. 6 Ns _IPphase BID& PERMIT SET DESIGNED BY: J.ADAMS PUBLIC FACILITY IMPROVEMENT PLANS -21 Q ^NI 4,77 DRAWN By: R.CADUA ..-- SCALE TEMPLETON ELEMENTARY SCHOOL 1 0 1 INCH=10 FEET W '1 0 46 v it.. 11 5W Fifth Ave.,Suite 2560 47 04" CHECKED BY: P.DEDY0 CITY OF TIGARD,OREGON ir = OM Portland,OR 97204 (.1% 41S .. , PLOT DATE: 217118 10:15am C 1 • 1 date I February 9, 2018 c) 10 0 10 20 :503.227.3251 *..., -\ N- Cit, LT:0_ F:503.224 4681 k PLOTTED BY: rcodua HORIZONTAL CONTROL SHEET OF revisions >1- A WWW lenr7.cern 5 11 EC DWG NAME: C1.1-HORZ.dwg RECORD NO. I- REVISION DATE DESCRIPTION BY TAB NAME: C1.1 1600327 Z Lu 2 Lu _1 Lu Z 0 i- u_i .._i o_ 2 project# 16054 c..1 PUBLIC FACILITY c., IMPROVEMENT PERMIT ms a- PLANS -1-ro- -,= 60_ OZ1-1-- C 8 . 4 Cit Nu] . ...=.1. (000•••.....1 .....--0`) IN IN la_. I c i 278 I I I I I I I I I I I I I I I • SHEET NOTEfiklS 278 • 277 1• ALL DIMENSIONS ARE TO FADE OF CURB OR FACE OF WALL 277 t I ,... I 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DWG ND. 120. SEE 03.2. 276 - _ - _ _..- _. _ ___..._._... t - -- -- Dull Olson Weekes - IBI Group �._ EXISTING GRADE -- - 276 3 AT CENTERLINE PROPOSED ONSITEIMPROVEMENTS SHOWN FOR REFERENCE Architects, inc. ' Z ONLY AND CONSTRUCTED UNDER SEPARATE PERMIT 275 - v - 275 4 --3.74x-- - DE $ IMPROVEMENTS SHALL CONFORM TO TYPICAL SECTION 274 - g... �.. ., AT SAWCUT PROPOSED • _ t Port an OR fax 50372705 USA 3 9 92 EXISTING GRA I STREET • GRADE m 1/C0.4. tel503226 6950 a - 274 ....... OJ',[ www d awa i g p m rvuvvr. g p m N r 7 bi r°u .co 6i rou .W 273 - ,....,... �' - 273 N O +� -- - ._._ - 4sz _ �;rW O KEY NOTES 272 - _ _ .._ on o _ �. _ _... . - 272 - "' 1 PROTECT SIGN �..... o a 2.49 271 -- f... 1 � - 271 2 PROTECT WATER UNE �h,‘.,0 PrRaces 4,,, 270 - I _ ir- 0 3 REMOVE SIGN AND FOUNDATION SALVAGE NO PARKING SIGN �� `` -9'01 EFS ein • ..... ....-.�- � cv - 270 ' I t°4 4 PROTECT FENCE - 269-....-• ; _:..__ ._.:..--''' i " _..».._.:.. '...- 7--'.... .s..... »..... ,. ... _......._ .»� _...- �... 11 SAWCUT EXISTING t l OREGON ' t.. q .. - 269 G PAVEMENT ill 11) 16°N a £. ... I 4(//MARK 0410 r 12 REMOVE CURB 268 -. .• ,,, W ._.� ,. - a .. .. a , a.-� E ..._ „.,, 268 I I :. ._ - 13 REMOVE SIDEWALK ' awanrr°n wry: o/3V�ms I I 267 - . 1. ......... ...._.,_....,...}....._..•_...._...,._...3. r...,.._..., ;....o...... .... i 3.........., }.... a ,.... - 267 14 REMOVE AC 3 15 REMOVE TREE. COORDINATE REMOVAL WITH PRIVATE 266 I I I i I r I I I I I I I 266 PROPERTY OWNER. 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) SCALE HORZ: 1" 10' 22 CONSTRUCT CURB AND GUTTER PER DWG. NO. 126 VERT: 1' = 2' (SEE C3.2) 23 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 12. Ik ' a (SEE 03.2) I •- - a"472 t, 24 CONSTRUCT CORNER RAMP PER DETAIL 3/C3.1. J_ _ _ ar . _ :,3. _ - - -. - - _ _ , _ `�w •`�' �'_ A 25 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL V Rf D W / SECTION 1/C0.4. 4:-I "J / L BUS/EMPLOYEE IvilO�t1 NO Wo • ;,. _ \.. TEMPLETON STOP ENTRANCE ONLY PARK ! PA ; e =/ •` ♦ + _ :;j %' �� t� '` 26 REINSTALL SALVAGED "NO PARKING' SIGN PER DETAIL Cl)0 r / 33 x� ". _:: a .: ate, �,� �. )._ _I: �.+� r # 27 CURB WALL PER DETAIL X/C%.%. INSTALL 'fi •wze. wa.� ..D., ..? - ; oc°O.1 a, "� 28 INSTALL 4" BIKE LANE STRIPE (W) SEE OOOT STD. DWG. N o _ ' v TM500. v♦ 0 INV _111.111111 . W 3'"')N f. 4/414- ni ( • , w cv �� h� 29 INSTALL BIKE LANE STANDARD STENCIL (as) SEE 000T STD. ti v oa +->h • viii- DWG TM503 0, ED 5"5� 0_�zw a zw - 2 W. 11+ .32 O � ��; _10 QO .. _ ..... - � �_.� t ,. ,,- 11+00 •, 30 DOUBLE YELLOW STRIP I cal �� O1 ' I�f 31 RESTORE STRIPING IMPACTED BY CONSTRUCTION. a SD ROW CB-1 E �, (DI11+59.27 RT 16.00' © • E.- .11 bt 10+56,4$ 10+68.07 �t i' 32 ADJUST GATE VALVE BOX TO GRADE PER DWG. N0. 503 CZ j- IA !L CI C) I.- aiiimin2 ® RT 12.80' ,� RT 1279' �� ® � �� ® 2� Igrighi � - WATERLINE EASEMENT:' (SEE 03.2) �~$ �� ii. ! � �![ W cry F ED €1 © O O I _ ry U •I .. , / .-...._ .... ws...._.. .:yy .._. .""'t44'c.-.-.__.. rte.. -..... ;.7y:. -- -.... .._' '."vYf ». -'--- ...erv» .>'- y ... K Q li A ; ' I ' ' O UTILITY KEY NOTES R KO � {� X � `� o 4�' "� '�•� - - . _ - _...._ - - _ - � '- - - _ - I; �� 1 CATCH BASIN G-1 WITH BIKE SAFE GRATE PER DETAIL COE CC i _ erii© �. _ v. - :: Il r 1/03.1. in O " ;" 16 ® 27 23 \ 2 INSTALL B DIA. STORM LINE PER DWG NO 180 ( EE C3.2) �' `~ © I pp � 0 Ti m •\ r� / •",. � 10+70.14 £. ', ...� h\ ' .)�,` ; �� t ( 3 ) 11+32.44 £- �' i.,...........4.\ 3 CONNECT STORM UNE TO ONSITE SYSTEM. SEE ONSITE ,t �� RT 17.84 RT 18.40' I j c) ,� CI `� I } 4:1) RECONNECT TO .. -.. PLANS FOR CONTINUATION. W �' 41. .� ,„.,I, EX SERVICE 11+53.61 O i; °' C to.; b :' '' -=�-"' ; '' 4 RELOCATEFIREHYDRANT ASSEMBLY PER DWG. NC. 542ltPlffi W CC ¢ ', ") �/ ® RT 22.86' I �' I (SEE 03.3 limium n -- a ,, '~d./ D ® .S' b. O IL :/ _ _ t `' 5 REPLACE 3/4' WATER METER PER DWG NO. 520 (SEE 03.3) ° _ I L `' G `�`} 3 lEl SW Fifth Ave.,Suite 2500 c� in " „ ',I: 6 INSTALL 3" WATER METER PER DWG NO. 523 (SEE C3.3). Portend,°R 97204 V A L) , ' :)iY O:503.2273251 r3 !' ! ALIGN VAULT WITH BACK OF CURB AND FLUSH 1k1111• F:503.2744681 Lii . . .. ., i a c a a } ADJACENT SIDEWALK. w �� • 1 . / / ,./ f.,-- i a U �m co N 0 PLAN - SW MURDOCK STREET a. o« SCALE: 1" = 10' io zo k e y p I a n O J Q ` I 1600327 9500 SW MURDOCK,TIGARD,OR 97224 c_, /r JOB No.: SHEET NO. , ,,'.1 �C> I DESIGNED BY: J.ADAMS PUBLIC FACILITY IMPROVEMENT PLANS phase BID PERMIT SET i� QO < I DRAWN BY: R.CADUA TEMPLETON ELEMENTARY SCHOOL O Z a CHECKED BY: P.DEDYO 13�SW Firm Ave.,Suite 2500 Q I CITY OF TIGARD,OREGON U °' 0:503 0R 97200 4 Q 2 . 1 date February9, 2018 PLOT DATE: 2!7!18 10:16am 0:503.227.3251 G r :503.224.4661 `O Q��O�� PLOTTED BY �dua a N www..�r.mm SW MURDOCK STREET PLAN AND PROFILE SHEET 6 of 11 revisions I- REVISION DATE DESCRIPTION BY DWG NAME: 02.1-STREET-PB�P.dlvg NO. I TAB NAME: C2.1 RECORD 1600327 LU LU _I Z O ' w CL 2 w project# 16054 N PUBLIC FACILITY M 0 a*- PLANS IMPROVEMENT PERMIT Q r c:16O 60- ,0C8 . 5 OOH N EU nfl • t :. . \�`" i ' 't. 1 imimilii I I PROPOSED GRADE AT TOP OF CURB Frame& rate Curb(T var.) )4"Preformed filler, Tracer wire (See general note 2) 11�. ' `(See general note 4) when general Slope 1:12 nam. / Tap of curb (See general nate 9) (TYP-) EXISTING GRADE (See general note S) Shape bottom Finish grade Normal pavement slop I Normal gutter Lriwhen directed _ 1 } flow I€ne �/�"preformed filler, F"" - I Dull Olson::eie:kRieoitils -1:c-s IBI Group Base drain, g Architects, Inc. rri n - 4"drain t (TYp•) .• 17,5 n N a See general note 9) = P + ` "a mg 1 - fDlOwriine d utter ri N 1.83% �� • 1 6" �-•+ A gr.backfill c N 3,05 t\��\.v�\�ov\��\\\\�a\wu��\�a\.��i ,g • 'Aggr.backfillP-) . - .-1°-6^-.-�. 2 88°J. -3,332 -' I E - ° -- i _ I Subgrade -, J 6" _ 907 SW Stark Street Portland OR 97205 USA 3 y i --Subgrade ,...-- �_ !< tel 503 226 6950 fax 503 273 9192 .... 1.03'X. 0.33%...._.. 2832 1 Base drain, , .. 7= ..aL^ 1... www.dowa-I g p corn www.l g p corn .--" 3 33eXi _ rv....,......\\,ti\...:.,.\....„„,,,,,. 1 - I. Tracer win •..._p . . 4 drain pipe Tracer wire(Typ.) �_ � m W_..,,..- _. (See general 5) .. ,.,. `\` * ..,\` bi rou bi mu 275 ��_ _.,,. ..._ .. 0� __ ...__.� ._ -. � � 275 •. _ L a� (See general note 5) 'I - {• a t' 9 - L - 2. _ N I I,�,�,\„\,.,vwa,m��„c�.,c �,,,Qom\ s v�,,\,v.,\„ \,,,,\,,,.�„�\ v FS,c��,.\ y' 5 �Cacow Mr%7 0� c�\I 6"� WE 6" .� m �, fir) +^ �� aMINIIMMIIMINEI { "c. N �^, uxl +N w -in a u'N N p ___/). �• ,- .•. >? Pipe connection varies ',.' iu ' Pi a connection varies I +N (TYP.) B • 'n (TYp.) £ Pipe connection varies(See general note 11) } (See general note 11) _ } EYP')PROPOSED GRADE N P {See general note 11)�' r... E ei:/,AT GUTTER DETAIL A sump + sum -� e� 0PF (See general note 3) I (See general note 3)WITHOUT Sl3MP 6" wt - 6` -.- 6"1----21'4'/4'--1 6" normal � - 273 l 273 a W. � 3'-4'/a" G1u 4+95 5+00 5+50 _ Pay limit for canc.inletCR-i PROFILE SECTION B - B (see general note 10) ,o10 `pSCALE: HORIZ: 1' = 5' SECTION A -A ' #4 bars I EXPIRATION DATE: rt/31/2010rt/31/2010I VERT: 1" = 1' o 1 y" Top back of curb B T '-1 Top face of curb-. Normal gutter flow line T to For details not shown, -----f I TABLE A I A A�gggr.backfill - I yy i A see Inlet G•Z t(FM) ry .1-- - 9 ®�* - ! INLET TYPE W wt I..:. '. l '.` -;-- N -- ,r at SECTION C-CG-1 2"-3%B' 1'-a7�„ I -fl Tracer wire(Typ Ck-q INTERSECTION, 1G-z,G-2M,G-2MA 3'•31y' 2`3Ya"I Base drain, i I 1 (see general note 5) 4..."fit -�8 `�:-•�. ,'�?; 5+00.00 (CR-1)= NOTE: 4'drain pipe ffyp.) 10+40.00 RT 16.00' (SW MURDOCK ST)';. I I . i I Frame&grate • \ r All reinforcement to be placed 2"clear of nearest 3'4"preformed filler, I I ' f 1 (See general note 2) i face of concrete unless shown or noted otherwise ' �A ` \• 5+03,13, PC (CR-1)-( when required (See general note 9) Bili Concrete Inlet 275.31 TC #4 bars 0 6" GENERAL NOTES FOR ALL DETAILS: PLAN 274.81 G I. Where precast inlets are used as an alternate to cast-in-place Inlets,a 4'compacted leveling bed of TYPE G-1, G-Z G-2M �'• ., E.'�_..1¢. sand or 14%0 crushed aggregate shall be provided.All precast inlets shall conform to requirements of '� °� 275.3f 1 ►.i 11,1' CFLC,BOOK ND.......NIA......... BASELINE REPORT DATE 21-JUL-201.5 ( 5+11.80 (CR-1) ASTM C913. 7:3-.112!":1,7'.' a ' ......,_ .:mw:::::::..,... C E� C 2. Graphics show G-1 inlet with Type 2 grate.See Table A for inlet dimensions. NOTE: All material aIKIAor4mansfeip shelf be In attendancewith _ - 275.56 TC • iba cnrre K Oregon Standees Speciiitaaeis �A \ t 1 Type 1 grate allowed only In locations not subject to bicycle or pedestrian use. ?.,. € 275.06 G For frame and grate details,see Std.Dr RD365. The selection and use of this �i ,IIIIII 3. Provide sump only where shown on plans, nd allowed by jurisdiction.See Detail A for inlet without Standard Drawing,while de OREGON STANDARD DRAWINGS r , 5+19,31 (CR-1)7 Frame R grate V sump. signedinaccepted e wiha CONCRETE INLETS .L a \ ;;�\ /� (See general ante 21 ?v. 1: .' ( 275.31 TC/G i___ \ 4. For curb details,see Std.Drgs.RD700&RD701. generally accepted engineer `' / approved alternate TYPE G 2 G 2MA w a� m 5, See Std.Drg.RD336 for tracer wire details,or r mg principles and practices, `£ - � _,--1, S+DO w _-� 6. Max.pipe diamter varies with pipe number of pipe(s)varies,sae project plans. the user /nrorhe 2 G- iVl & Cr)1 v CD PP O _ 6 0 7. Location,elevation, lame r, to a 201,S 0 ° ' ' "" "� cn B. All concrete shall be commercial grade concrete. used without consulting a �A'JE r_r ion�: xir ic.\ Q R25 75 r rn PLAN 9. i preformed filler(in concrete pavement or gutter only)to extend through thickness of concrete. Registered Professional Fn w """m" - I 3 Y& 4, ,/'0 ' - / --- Cr! TYPE G-2MA 10.See Std.Drg.R0363 for gutter transition section,when curb and gutter are required. gineer. " --' \..r 11.See Std.Drg.R0339 for pipe to structure connections. ' S� 1 0 1 Effective Date:June 1 , 2017 November 30 201 7 RD364 0 CV y 5+26.09 (CR-1) L CV 275.38 TC/G . /., _ ! mimi Ce Cr) O � .. `275.40 TP CATCH BASIN AT CURB = ,.' �S C !./ a SCALE: NTS E ai a (275.61) `� 275.65 TC/TP }a +� E ti: -. W I+R V c!3 275.91 TC 07 0 5+35.28 (CR-1) 1 f 0 275.41 TP 275.66 TC / 0 I- AD o o ID ri 275.41 G o 275.96 IC W C z p 275.48 TP 1,- ',- T r CIL " 2 / - 6:1 BATTER co o _ LI -- SEE STDETAILw120 6� co C!� • DC �, A • ( ON SHEET C3.2 - a) • CO In 2 r.3 -: - ` 275.75 TC/TP 4_� t_' (275.5±) 1...., a . • r cD y-- r+: r Ce / 5+41.29, PT (CR-1) ch (275.51) t 'i"t1.€ a mw d 20" MAX 0 1- o (275,81) TC `(NI� ,$ •. .:. :III D _ (275.2±) G •t- 0 'I : t-1. 1 --1 -..- III:• w -- . lq:iffi a n • • I i•. :::::-L----- , .• 24' MAX, u) Q ?:= I a d. . J o ,' .1 4 ..• o i1 . .... -. ... E i--:7'=..7 _, -.- ... 1111 SW Fifth Ave.,Suite 2506 /"'�` i = Portland,OR 97204 M in L.I ..:1 7.- i I.. 1.;..... i ..:...i ::: 0:503.227 3251 (.) V :i- H.-.H16-1 F:593.274.4681 z o I F ewe,kolr.com +- LU c tu M E LJJ cc LTL o NOTES: O 1 - 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT CI- " CORNER RAMP DETAIL EXPANDSION RIVEW IN AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF M f U m m SCALE: 1" = 5' i CURB WALL `O SCALE: NTS CL 00 O cy key plan J 7-6', . - Q o au 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. JOB No.: (� iV DESIGN[D BY: �.ADAMS phase BID& PERMIT SET U -5(.i- (471 -- <,c., PUBLIC FACILITY IMPROVEMENT PLANS DRAWN BY: R.CADUA TEMPLETON ELEMENTARY SCHOOL C3 . 1 OCITY OF TIGARD,OREGON � z� 4.4..Y.,...„5' CHECKED 9Y: P•DEDYO a 111 SW,OR Ave.,Suite 2500 `�" ��A 28116 10:16am date February 9, 2018 ai o Portland,OR 97204 V Vl<Pff 0:503.227.3251 O PLOT DATE: Cl) uT a F 503.224.x681 44 Q Q PLOTTED BY: rcadua SHEET OF revisions > www.knlr.Com STANDARD DETAILS 7 11 eq DWG NAME: C3.X DTLS.dwg RECORD NC. I Z REVISION DATE DESCRIPTION BY TAB NAME: C3.1 1600327 I LLI J - .__ ..,."-..,, .. .- _ -. _ LU Z O I F- LU J d w project# 16054 04 PUBLIC IMPROVEMENT co PERMIT PLANS toT F.4 Oo_ � 8 • 6 U N di _1 (."'''''''''''''' n , lir 11. L ' IBI UT efi II SL CURB D /3" I.D. SCHEDULE.NAGE A0 SEESTD { DE FAIL NO. 146 r1 5' MIN. SEE NOTE 5 ROW 1" -E^ / DYiV (ABS OR PVC) BATTER 4 PIPE WfCOUPLNG Dull Olson Weekes- IBI Group Architects, Inc.ROA; Y R EDGE ROA 1 --i. -re 1 '�f �- `/4 f - '� - `'•••2' OF 3/4"-0- BASEROCK .a IX pp , 907 SW Stark Street Portland OR 97205 USA i r.. -I s�_ DRAINAGE BLOCKOU , tel 503 226 6950 fax 503 273 9192 COMPACTED SURGRADE 5i 7-4 r 5" I,D. SCHEDULE 40 BASE COURSE- 0 ^ 'anfn •- • www,dowa-ibigroup.corn www-ibigroup.corn -� _ DWV (ABS OR PVC) , " 1.6"-2.4" TOP DIAMETER OF 5096- -TOP MARKO DOMED /•�,�,,./ f,, PIPE W/(:OUP TNG 24-- SIgEWALK ADJACENT TO CURB 7' � •s COMPACTED SUBGRADE, - 65% OF DIAMETER THERMOPLASTIC SHEET a,,o'r„, U , 16 .. -TAPERED EDGES .........0 O O © 4.2" WHERE EXPOSED -,e- PLANTER- - er-r s• MIN. -----•- ROW G1 U 0 0 1.6 -2.4" STRIP �� ` , , ... ...,.. ©O © 0© -2% rA. ., C L/ � '. ('(INC:3€�.T€.. TO HAVE A BREAKING STRESVC;TFI OF 3✓JO:i E�,S.I, AFTER 28 DAYS. 0.2" ' ,,...\'//::::::1:'0:'//::: rJ :a° A S © © © OO r ti��gPROFeS r'?AID - - .Li •2. EXPANSION .JOINTS: r ., I N `r�0 .. J I 1 � ' ) A. TO BE PROVIDED: 0.9-1.4' c�V t�� P F y --Ii _ o o BONDER PASTE :;-,1 I - , ... o © © © 79701 PE ';; ---4"----� 1) AT €.ACH PANT Or TANG=NCY OF THE CURD. � ` 2" OF / '..o^ I 2) Al EACH COLD JOINT. 0 55" -SEALER PENETRATION __ B.ASERC'CK COMPACTED 5UEGRADE 3) AlEACH SIDE OF INLET STRUCTURES. MIN, -� ' �� COMPACTED SUBGRADE-•-•J V SECTION A NOTES: 4) AT EACH END OF DRIVEWAYS. OREGON SIDEWALK AWAY FROM CURB 1 EXPANSION JOIN T5: 5) Al LOCATIONS NE.(ESSRR( TO OMIT SF RC:NG TO 45 FE:E: Jp �A NOTES, ,o t. ro to 0 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 9U!NARK O 1, CONCRETE SHAL- -E Moo P.S.I. AFTER 28 DAYS, 1) AT EACH POINT OF TANGENCY OF THE CURB. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS $EC11'N of CONCRETE, DETAILS AND TO THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE, THE DETECTABLE 2) AT EACH COLD JOINT, WARNING SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB UNE OR OTHER I EetSAnor.DATE: W 3lf2CA I 2, PANELS TOBE 5 FEET LONG UNLESS OTHERWISE SPECWIIED. 3. CONTRACTION -JOINTS: 3) AT EACH SIDE OF INLET STRUCTJP.ES. POTENTIAL HAZARD IS 6 TO 8 INCHES FROM THE CURB LINE OR OTHER POTEl111AL 3. EXPANSION JOINTS ist CONTRACTION DINTS 'SHALL BE 1/2" PREMOLOE€3 ASPHALT 4) AT EACH END OF DRIVEWAYS- A. SPAC#ND TO BE NOT MORE THAN 15 FEET- HAZARD. MPRE''NATEG MATERIAL OR EQUAL XTENDING FROM SUBRAITE TO r=`31511 GRADAPIC 5) A': LOCATIONS NECESSARY TO LIMIT SPACING 10 45 FEET, B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VALETS, 'WHEELCHAIR RAMPS AND AT 4, BASE ROCK 2"-0" OR 3/4'•-O", 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 EXPANSION MATERIAE- TO BE PRE-MOLDED NON-EXTRUDED MATERIAL StJBORADE OF S'T'REET STRUCTURE OR 4" IN DEPTH, WHIGHEVEk IS GREATER. RECOMMENDATIONS. WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE- 5. DRAENAGE BLOCKOUT -- 3" DIAMETER PIPE: THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A, MIN. 1/2" RADIUS. 3. MANUFACTURER OF DETECTABLE WARNING: 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" ED. PIPE WITH COUPLING, TOPMARK BY FLINT TRADING INC. 5- SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF G INCHES IF MOUNTABLE CURB IS USED WITH A I3EPTH OF AT LEAST ONE FO'41RTH OF THE CROSS SF:CTIONA4 AREA. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL 13E, CORE DRILLED OR CUPH PH: (336) 475-6600 AF, IF SIDEWALK IS FINTENDED C PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. WWW,FLINTTRADING.COM A MINEMUfwi THICKNESS OF INCHES. 4. CONCRETE BREAKING STRENGTH 1'O [3E 3DC,rC: PSI AI'TER 'lis DAYS. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE P:.ACE:D A MINIMUM OF 2.0' OR APPROVED EQUAL 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 7 FEET AND A MAXIMUM 0" 3.0' FROM PROPERTY LINES. SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 DETECTABLE WARNING - TYPE 1 OVER PIPE- 6. FOP SUBDIVISIONS AN "S" FOR SANITARi AND A "D" FOR STORM DRAIN SHALL SCALE: NTS 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "0" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 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 C)rCf[:i'TICARTI "�' NO SCALE (:YSYC)1'"J3(:.1R[) AMM° NO SCALE cotoP'f7r,AR1? APPROVED OT NO SCALE []RPIAW ROVE:I HP MICHAEL A. SFONE, P.L. Ll MOPS 11, MICHAEL A. STONE, P.E. OIIJIO( MICHAEL A. STONE, P.S.-y eN4aNmnUlvcumwuN p,, ,�„ CONCRETE DWG. NO. ' +�xcirn_uNGD LEON ,,.E•CREPR STANDARD oM1c,MO r .N GA'AAa,UNc DIVISEM m-,e,m,un pYYO.NO. 111 .; P2,Afh1 5.W.I r,Y e1.VD..-Y 11 PLDUJ[:SPORM ORPAHv1:,'N', ` ruelJcrn. nJJ•All'ISII!NY CURB GUTTER + ". J11245.5f.HALL IAP&W.NM1I F,BI USD, ;1 hew TJIDF\'.}IAfJ.,..' /:� r,eAnn-1Txxacx,N ymr JANUARY 2013 SIDEWALK 21 R i7c,,xn,oxty oT w,exl JANUARY 2013 CURB 125 TfGA0.D.rnescoN 9821 JANUARY 2013 /6 Towel , �' fly.((SPTI aP,-•1T1 v a 1' VOICE,teas -n L V FAX I:0a0AN-t:n 2 PPR.(3O)(µ7J95 ,....0 I,fiAx FAX,MIN(At APPROvrc BAR FAX lean wr-ndr :ssneva DATE Sin - As required in CROSSWALK- �r_ . 0 CD Off typical sections STRIPING x e Q Street of construction OUTSIDE OF WITHIN SIDEw51D • o a S Street PAVEMENT PAVEMENT •00,03 NMI , plans EXISTING PAVEMENT-, DIG OUT REPAIR -SAW CUT OR GRINDING COArea R 1' T-cut {see � / DETECTABLE WARNING, 9*. 6�P. Cl) 0 c,� Surfacing 7(��f� note 1) / SEE DETAIL 2/C3.2 C a,oDod �� • N J"°°p 1 B" CAST IRON 910 BOX °° n. ooa° Topsail or ash ', , 1////// //, °, fyg0$ ii Q U directed � ease Material 1 � ! rn Et I a r' AO,� �; PROVIDE CONCRETE ��III� \\� ` 04. 1 c/J O I F, N - �°a nn 0 k G c` PAD (SEE NOTE 4) U - i U U 4= aaa;a cv,00. I aRO.0 oma. baa i. O > ¢v O'0a°0 :,,,'0eAB.'00 ,%_o-------.-....AGGREGATE BASEROCK HAND TAMP BACKFILL 'k `J' G� = Ili fiir•, cov, �Uc I c"o°a 1t - AROUND TOP SECTION fi' MIN, �` E (3 ¢ a , (' 10 r12" MAX, / �+ co a I4. a n :I'--1 i 1- I I i I• 1-1 i i ro O LLI CZ CI) 2 ' M m 0 a T--III--I I i-- - COMPACTED SUBGRADE '_, ` .p�Q CV o io „r GS C33 w C] c_ 6" ASTM 3034 PVC --- I p I I• ° °' LOCAL STREETS: 3 0 4 _ = X � -.-_.__. :_o ce CONCRETE CURB AT O I- -0 o Sri f- : v„,, AC - 6" CLASS "C" ASPHALTIC CONCRETE, OPERATING NUT EXTENSION O O j c ,3. . g' AB - 4" 1-1 2" - 0" AGGREGATE BASEROCKU BACK DF RAMP }� I c z o aco ( R ) (SEE DETAIL NO. 505) _ AND LANDING -0 C17 r La '� TN 4)'EL - co co 5.,1 ..c ai 1- AC - 8" CLASS "C" ASPHALTIC CONCRETE ,'., 2.0% A - f°oyt? 9 "( MAX. E C�7 C7 Ix `t'- ` MAJOR COLLECTOR STREETS: PLAN CONCRETE CURB AT BACK C m 6" Min bedding ,. BE FLUSH OF RAMP TOAC 6„ !IF---1 !-' , OF RAMP AND LANDINGIt- ✓ below outside Of AC - 9" CLASS "0" ASPHALTIC CONCRETE, CO • .� �-''- --'.'� �--. -"-� AB - 4" (1--1/2" - 0") AGGREGATE BASEROCK s" co pipe bell 3/4" - 0" MIN MIN J--__r 4' CONCRETE DETECTABLE a crushed aggregateli PAVEMENT WARNING CURB RAMP o -12--------) j -r � c�4 7•i ce - SECTION 2.0% MAX. la<Pff 0_ , NOTES: \ .A\ .\ / o / . • 1 VALVE BOX NOT TO REST T �,.0a 2' Min Trench \� )c ) DN OPERATING ASSEMBLY. ��` 'U foundation ��:`, :` ��• / = I- / 2) OPERATOR EXTENSION ` y• 5 0 o stabilization I " .,n>'4 BASE MATERIAL if required " ' to -,- REQUIRED WHEN VALVE NUT M"'x' �- T 7, 111 SW Fifth Ave.,Supe 2500 c�2 IS DEEPER THAN 3 FEET A 24" COMPACTED NOTES: FROM FINISHED GRADE. S P503, 2792Si SUBGRADE 0:s03.227,32s1 I r, 3) CENTER VALVE BOX ON I SECTION 'AI F:503.274.4681 1, .IO:IDI-5 (` Rk. "TACK AND SANDED W:H $t'.;JMi1�J5 ASPHALT F.�ilii.y3f N.. o NOTE: AXIS OF OPER, NUT. Lu1, 1' T-CUT FOR PIPE ONLY PROJECTS. 2- ASPHALT PLACES IN MAX 3" LIFTS EACH COMPACTED TO 02X I,1IN. NOTES; 4) PROVIDE 24" SQUARE BY 4- THICK 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 2. JOINTS TO BE TACK AND SANDED. CONCRETE PAD AROUND VALVE 24"�H Ill a) 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE EDGED > w 0 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. BOX OUTSIDE Or PAVED AREAS ON 4 SIDES, RS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD 0• 0 3, EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. n Q) i 4, SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES. rr1Ynr [GAHD ""'°DIED 9Y. NO SCALE cfYtu'1Tc00J, APPROVED NO SCALE crfY'<.,Fnautn APPROVED No SCALL 5. COLOR OF DOME AREA SHALL BE YELLOW OR AS APPROVED BY ENGINEER. <..? I)m [JI11.1GoN MICHAEL A STONE, P.E. nRFM1P:3N MICHAEL A. STONE, P.E. c,sl'c5,N THE000RL 5, KYLE, P.E. - EEmo.0 muum-OIYMP114 o CRO� TRENCH DWG. NO. bANt.a ,�G�I,,tao. �ry� PAVEMENT DIG-OUT ORG NO. nNw ,r:plNan: ,ea prr „� TYPICAL GATE DA .NO. �•,•5 Mt PVBSJC worm ntraa nwr rilir POPERE.WORKS AFFAalzahr a m rsuc wow of:PMT•�m.::,'co r- o 13115 S.W,PEAU.BLVD. n,255,W.!LAU BLVD. 1TS2!R,a•,HAE:. VD. N x(eaRv,OREGON asas JANUARY 2013 BACKFILL 84 t76AAu,o&P-C.ON'7123 JANUARY 2017 AND REPAIR 82 TICAWD,ORMAN911Z JANUARY 2071 VALVE 503 , URB T URB RETURN mv�4w,Ms.YM� (San N14797 APPROVAL BATE N7 .1 RBXXPRIHYI•.'. vulL-J::/90.5145�J1'/1 YU1cR ISffJ)Qia-1171 ',V * -.a VOICE:(X3)439.414 � 0 Q VAX,(asfa�7m, MPRatN-PA1E PAIL•r»,)sasm+ AWPOYAL0,51F PAI SCALE: NTS n key plan O it - a-Eo JOB No.: 1600327 1 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. %n V DESIGNED BY: J.ADAMS phase BID& PERMIT SET C3 gry * PUBLIC FACILITY IMPROVEMENT PLANS Q ��j DRAWN BY: R.CADUA TEMPLETON ELEMENTARY SCHOOL `� • r] 0 Z J.E.SW Fifth Ave.,suite 2500 �O O�y CHECKED BY: P.DEDYO CITY OF TIGARD,OREGON J L date February 9 201$ Z .6--� Portland,OR 97204 Q U ° o:503.227.3251 �O�_`�+ 4° PLOT DATE: 217/1B 10:16am Cn -0_ F: 503.224,468! V PLOTTED BY: rcadua STANDARD DETAILS B 11 www,kofl.com Q SHEET OF revisions CC d 1DWG NAME: C3-X-DTLS.dwg RECORD NO. 1- REVISION DATE: DESCRIPTION BY 1 TAB NAME: 03.2 1600327 ILI L1J Z I O I- LLJ n_ 2 project# 16054 r_ CV PUBLIC FACILITY (Y3 IMPROVEMENT PERMIT QE PLANS .1-r c, ,tea C8 . 7 .,..zN -NIL11 Li --- ------ - - - - - - ., ,„„„,„,,,::,„„„„„„,,.:. „„,„ „„,.,„,...,..,„.......„ ...„..„,,...„ ,„......:,...:.. „.:,„„,„„,,„„,„.. .......„,„„,., .. ..,... :...i.,. 1 1 1 i til k } ! 1 E VALK ADJA T TO CURB i ry. . ion+ 1 . 1111111A.tn gm, .1. :- 5-6" 4 c I fI[!4lY'^.T. 4 .;AST C t- 'i-r, ::M- �- SIDEWALK i 7 z k c T " C . g �.d 1V€1:.k . 1a > !M • W o R .StYwk;: r ,iti�ilE��d i _ f _ LJull OI Group ` la / ` �„ son Weekes- IBI u w yvv • �� \' u ; '' n d< y # Architects, Inc, •... g o°z ^a �� !i�i�'i� PLUGGED TEE PLUGGED CROSS # n '�, r BEND PLUG OR CAP 30" MIN SERVICE LINE DEPTH 12'x20" ROTOCAST METER BOX. # z. .„p, (...1i' � �Ji`�\ "� -fir •; e.' j"'►s,+:''�`* '� ° � - W/12"x20' COVER W/5-1/2'x11" p'. . . i ff.,3 X' ?z a w jtV Q'l• w ls.�l�:i'.°14s�"►'tr.a!! :224$«-.0,.43..,:.: CAST IRON INSERT WITH NO a s n z b w P 'g �J✓//1J/JJ✓✓/I # .r - ♦aR i! r ,�Q' 97205 USA F ;.,. :.♦\ ti, 907 SW Sta k Street Portland OR rh I TOUCH READ HOLE IN THE TOP $x g ' 4p� a _ 5*:.-� ztK ` oD T 3r� �I JJ - �. tel 503 226 6950 fax Spa 273 9192 OR IN5ER7. NO HINGED INSERT5 ' u ! % S4 x ' UJ A r i ,f�1LL R JN [� ' S aH ° y L ',7, *I /4.�, ��.,..'. y • �.-i, ,I-`:•,.-. - ..,._ .. :: ; www dowa-ibl rou com Www.lbi rou ovm c� 4` O. w, ry*-3'1"'.x3€ LLI z N .- ai i i� it ly Tis 1/ R 9 P• 9 P 'IN SIDEWALK ADJACENT TO CURB ' 2'g Fl N Lo -,o Qyi i•. 13�s Ali"J A y " , x 4 a L" F¢ d" r+ co 2s %'.�1 GELD L. EQ'' 6A>f L -Alit d . 5'-6" 5'-0" S'-C7 RUE 'R ff. 8 4§. N y N w $+ I sj. 1 ter , �,#,-- `" LATERAL PLUGGED CROSS TEE • $ _ I/4.I`* ,.4 -. r31< MEQAI.UU RE'1'AItNER y/r.r •�/�4 , " H�•N N.-N.- - 1'-6" - - cg �i,Jf W � AyO f[EAA, IRE}=kj. r ' CONCRETE THRUST BLOCK SCHEDULE N. ��or �m o - .2 ga ` �, E'ER v, �.>;` 5 r p- - 6 GATE V J; ;; I�rF�, ..:'4.,•::. - - R. BLOCK K (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) � a FLG x'.A3!; --Y' FLU 'I:-.E FITTING BOBEN0. TEE, OR 45' 22 1/2' 11 1/4' 30" MIN SERVICE LINE DEPTH 12"x20" ROTOCA57 METER 60X, w m a SIDEWALK WITH PLANTER . C• I' SIZE (INCHES) PLUGGED CROSS BEND BEND BEND . ' C,I N p t.S4 fr / / rn a� z STRIA' AT CURB 4 01.9 09.3 -- -- �� `` 797 --------:::...E.6::/674:r- OR 1FEs� 9f w/12"x20" COVER W s-I z"xi i" m CAST IRON INSERT WITH NO o� -- N,,g, 6 04.0 02.1 01.3 -- TOUCH READ HOLE IN THE TOP Loa 9 07.1 03.8 Q2A 01.3 OR INSERT. NO HINGED INSERTS IE o - F " .,,,/....-.7.:7.......„.„..).,. .� r�� ✓/ rFa IRI Ash FSA ice' 1 4M - SIDEWALK WITH PLANTER STRIP AT CURB i . •A• �� 41'.4e: ._ ,.-> r, � j..:�... ;,i:� ::r.:• R 24 28.D 349 15.5 08.0 04.0 A yl a,, ° 0� IlllIP l•'0 ;SII zr!G "° rL �ttr .....,.s � : ... ARK OF a 1. H.YL)RAN"1S TO BE MUELLER CEI4TURION, A•-423,(CR APP'D EQUAL.) 6" NJ, 5 1/4" EXRIRATIDNOATE: 17/]V70A _i Z MVO 3 PORT - TWO. 2 1 2" PENTAGON OPERATION NUT, OPEN I/I- WITH THE' FOLLOWING. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN �� ICUSTOMER SIDE �-. I IIF 1. SURVEYOR TO INSTALL TEMPORARY HUB I q " 'Q aft, ( ' Q A. OIL RESERVOIR ALLOWAELE SOIL BEARING B BEARING AREAS STRENGTH OF 1500 FOOT. TO AND GUARD STAKE AT LOT UNE FOR • `. Q111 J B. BRONZE ACTUATION NUT AND METER INSTALLATION. 'T'"" . ........///4 ICL UI ,! > 'C, BRONZE SEAT RING STESSES, USE THE FOLLOWING EQUATION 2. BOXES SET IN CONCRETE SHALL BE 9-10" I - == : W O. 1NEA IHEH .SHIELD CAP NEXT SIZE LARGER. r1__ SEE PLUMBING CODE p BEARING AREAS = (TEST PRESSURE/150) X (1500/50€L BEARING STRESS) X (TABLE VALUE) E. SAFETY SLEEVE COUPLING 3. CENTER O1 ME ER BOX TD BE OFFSET FOR DEPTH OF f F,..,..� 141;- .-, W F. THREADED NOZZLES WITH "0' RINGS 1' FROM PROPERTY LINE. 1 �� COVER , • } 4. BANKED METERS WITH SHARED SERVICE �,f*. r R��!_k+,=: W i �i I < G. NATIONAL STANDARD THREADS 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER R 2. SAFETY CHAINS TO BE REMOVED. 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO, 561 UNE TRENCH SHALL HAVE 18" MINIMUM 0 r I. _ 3: HYDRANTS TO HE PAINTED USING R-1317 SAFETY YELLOW OR AN ALIER RATE,APPROVER• • 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 74. DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN (7) 1� o�� _ BY p15TRiCT FIRE MARSHALL. 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES, 5. IF WATER METER IS LOCATED IN A 3/4"-0' METER r,7 ,,• 3 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON SIDEWALK AREA THE BOX SIZE WILL BE ROCK M' w �' I 4: HYDRANT T'O. 81 INSTALLED. TRUE AND PLUMB. ANGLE BALL METER VALVE LIE .� 5. NO OBSTRUCTIONS WITHIN 3. 0" RADIUS OF HYDRANT. THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" EJ2425SN (THIS IS LLE © l 6. IF SUBJECT TO VEHICLEDAMAGED; PROTECTIVE POST TO DE PROVIDED. 8- IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS Al FITTING SHALL BE AS INDICATED ABOVE, COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 P51 BALL 53 '�~` ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING ARE BANKED IN SIDEWALK AREA THEN b d 7. VALVE BOX TO BE.IN ACCORDANCE WITH STANDARD DRAWING. NO. 503 CR AS APPROVED STRESS(ES) STATED IN THE SPECIAL PROVISIONS. VALVE NO LEAD ANGLE STOP) 0 a DISTANCE BETWEEN ANGLE STOPS WILL OR EQUAL S BY ENGINEER; 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER BE 24". 7`i1�{ 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS, BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 1" TYPE "K" SOFT COPPER TUBING '.,Q . 9. INSTALL A STORZ HPHA50--45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) THRUST BLOCKS ARE IN SQUARE FEET. - SEAMLESS ON THE 4 1/2" PORT. an,,1,TIGARD "�0 °" SCALE (:rlv OP.:MAID 4M11°"T` NO SCALE e I 1 z•Ilk.'914.1` 111.Av�a or, 10-/SCALE enrol>rk,nazl arrao m F I NO SCALE 9•:11:-.97.!..,1 Loin FAH', P.E. r1RE.cA)\:' LORI FAHA. P.E. OA1.<;l7`: T1fEODDRE S. KYLE. P.E. >r K qRA( �i THEODORE S. KYLE. IKE- L�NWS.W ALLBIND. t HYDRANT �ynp♦ y' DWG. NO. 1� Y.'.n4lMFERFIECa 1)IVF$Ii}7: Q.y FIRE �7 E�I{l/9N 1 ORO NO 4 INMrMC iiS WVI61Q� a („a.� DWG N/. KGLM�EHE G Ilv'eIOC o, 3 4" DM. HD. r',auc6 cKfAFPAMTai f ,( " STANDARD THRUST _ pow rr �.. � i 1 WATER SERVICE ■,. P1HIlC{UJARflI.lAGIMCYf s.> .VAIILNID,OEGaNvpmrsi anYT 17171 .W.INit SLAV. PIFIP TIG 11T36 R1.'.HALL BIND. 'Ma 5.W-KALI.AL4'11. ct� .nails.H;1L1 BLVD. 560 TFC114?,04t�.nN mii MARCH 2017 ncall oav�crn.;1Tl7! JANUARY 2011 METER TIGARD. MI" Rucusr sD15 ASSEMBLY lumanD FAX,( 5ld4-21 520 �v 523 542 FAX'(F.U0.EGF BILI JANUARY201f BLOCK FAN: MPROnL DATE .s1'� �UIG3�{gY3)4A.i1?f 5A'X:HoL)Ld-!3971) Mo1K aASP. a'. ', -s voKAL(SUSI FN�Il1 .... Fax.(.90314 1-�Y 3A.U6.'1L dllC .. " .(yp1)El4TbR FAl10YaL UTE 9.4T o C/) (:) 0 r"n o o m ca* O CNI co c Cn o cu - ct H Qi (la I` W 03 va oI. _CI= Cr) a LJ M (-). .-, cr 0) In onv LLQ - I CD U J m D EL 2 ./ O 1q3ffJ VJ Q J U I- CI O o Iii SW FIRS Ave.,Suite 2500 u CO V7 Portland0:503.2227-32511 4 C..) I . F:503.274.4661 www.kplf com Z I-LI � E LLI O w u 0 I D v c Ce o o CL v � E ' 0 vm J I E CO N ca 0- p O OLo key plan J jn . 0_ LO1600327JOB No.: 1600327 9510 9W MURDOCK,TIGARD,OR 87224 SHEET NO. ED . V DESIGNED BY: J.ADAMS phase BID& PERMIT SET V g� �[� PUBLIC FACILITY IMPROVEMENT PLANS J u QQ �Gj DRAWN BY: R.CADUA TEMPLETON ELEMENTARY SCHOOL 0 .� O, CHECKED BY: P.DEDYO CITY OF TIGARD,OREGON O z N S11 SW Flfth Ave,5uRx 2500 Portland OR 97214 C 3 . 3 date February9, 2018 U 4i o O�`_`�Q ��, PLOT DATE: 2811 B 10:16arr1 0:503.224.4581 V SHEET of (f] L. d F:593.224.4681 k Q O PLOTTED BY: rcadUa revisions›- www.kornaim STANDARD DETAILS s 19 a DWG NAME: 3. L .dWg RECORD NO. F- REVISION DATE DESCRIPTION BY TAB NAME: C3.3 1600327 Z W 2 -1 ._.... . .,.-- ' .--...,. --•'-.---.••....-- LLI Z 0 W J 11 I- r‘,.._ project# '15054 It PUBLIC FACILITY N 2 IMPROVEMENT PERMIT PLANS CO FL 66 cm, .,-- 6Ci- C8 • 8 a CNI w J 44)1'0: me xmigg massmigi t� SHEET NOTES 1 1 1, APPROVAL OF THIS EROSION SEDIMENT AND POLLUTION CONTROL PLAN I B I n . �� 1 I T <•' `. r �`:e -/i,:i DRAI(ESPNAGE DE) S GN TE CONSTITUTE SIZE AND LOCATION OF ROADS, ENT ROAD OR i ! : •.• ...........\ a t , 51 ( . 0 DSPIPES, i TI... """ " RESTRICTC4Z5, CHANNELS. RETENTION FACILTIES, UTILITIES ETC.), J / I ' \ ! ` // 2. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, ,P .� Dull Olson Weekes- IBI Group �� r ; y`` MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESPCP FACILITIES t.4. ji IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL Architects, Inc. %' • CONSTRUCTION IS COMPLETED AND APPROVED, VEGETATION/LANDSCAPING BUS/EMPLOYEE iLE � Z 7 NO I - --1 . TEMPLETON STOP ENTRANCE ONLY PARK ' PARC y` r I :'r /` IS ESTaBUSNED -..._r ¢.. ... .. _.._ _ '` 3. ON THIS PLAN MUST BE CONSTRUCTED IN r< ..- :: '� ESPCPONAWITH ALL CLEARING 907 SW Stark$treQl Portland OR 97205 VSA � +..-----L" 4 1. € .r THE L ARI GRADINGACTIVITIES, ANDIN SUCH tel 503 226 6950 fax 503 273 9192 ..,, AO MANNER AS TO INSURE THAT)SEDIMENT AND SEDIMENT LADEN WATER DO •_ T l �' NOT ENTER THE DRAINAGE SYSTEM ROADWAYS OR N wwvrdowa ibigroup.com www.ibigroup.wm tVIOLATE APPLICABLE �.;ax, :,,,,..,,t .x,,,,;�tt..,W .�.;., ;,.: .��::,ntt� ,,.-...,>.. ;:.,.��•:•. _. wts:::,::::,, ,.,,, : .., waer � `�' .... � WATER STNDARDS.11111111111111E .Au } '.* 4. THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE NE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESPCP FACELITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS, AND TO ENSURE THAT SEDIMENT mac- • Nwilik r '' AND SEDIMENT—LADEN WATER DOES NOT LEAVE THE SITE. >f I 5. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BY THE ,« ... ar:y;; -a / --,1-1.-,:-.:: `7 APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE O PROF ,, • _ . �,..,� ..� m r, .m>, , i THEIR CONTINUED FUNCTIONING ,..., c I N e4,.. . f 6. THE ESPCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND 4� 4,`� F.p f ,ie MAINTAINED A MINIMUM OF ONCE A WEEK OR WITHIN THE 24 HOURS 79701 FE FOLLOWING A STORM EVENT. 4 .. .,' WATERLINE LINE E SEMEI' T OREGON •,., ..... ......:....__.......... .,,,,.,, . .._._...._.....Y..... DOCUMENT NO2005-031024Aq� ��o .. . w �a — ARK J ,,....: ' ...::.': , . ' ...,.: - .- . !:•:....,:.'-;•:!. ?.:.'.,;..);R.:',.7... BOVEMPLOYEE ,. IO r I !4 I M - i'''''----„'''''''.--",,,--",.-_,,:, . ., I RATION DAM: f9/1V709 I "E ` fi NO c ` * / _ t*:f" 3 hEe 'rft^N. \ 5c d 4 -.I^ `yr.,...„.„,,,,,,. \. /J �1� ��b'/4441es4a44414a4a4u,11.4444444444444.404416.6464444.4e4414�4e.*._444441.44444.a�.u�uu4_�.�1.41_ai ani!,Ti�i_i_i_i_i_ i �, : IX (V �f E ... Ay # aa� j SA / \ STRAW WATTLES • °1 k BIGBAG IN GUTTER I �.m. / sky / ..._... .L.. \\ 4 am f i •• A 1 sTp m a I r 1 l Z -H i A+ . :� J re. 4 ! I L 1 A—. o U) = 0 SHEET LEGEND C? — — PROPERTY UNE 0 N EX. CONTOUR MINOR ti �.._.... .. .. .50 EX. CONTOUR MAJOR = r O PROP. CONTOUR MINOR QW = +� -p U E cn a 50 PROP. CONTOUR MAJOR CO — — — — —1- CD ~ EXTENT OF WORK LLJ cu co 0 STRAW WATTLE L4.2 Lu I o F— i *tilt INLET PROTECTION L4.1 ♦--a 1 '- LUJ , +♦` p SURFACE FLOW DIRECTION w..-4o 0 7 rr C(O LID Lf3 i BIO BAG IN GUTTER 1 Co _;_•.•v [. J m a ...-- l<Pff 0 16 n_ U 0 cn O W O r 111 SW FIRS Ave.,Suite 2500 V c) Portland,OR 97204 0:503.227.3251 a, F:503.274.4581 Z ° LL.. II www.kff.corn U a,m - iE N!• 0 key plan o,- 0 %75 . tO 1600327 9500 SW MURDOCK.TIGARD,OR 97224 SHEET N0. CL Q JOB No.: a %� DESIGNED BY: J.ADAMS phase BID& PERMIT SET U gcv \� PUBLIC FACILITY IMPROVEMENT PLANS .,c,, - Gj DRAWN BY: R.CADUA � OS P.DEDYO TEMCITY ON TIGARDTORE O OOL J oSCALE 1 INCH=10 FEET 0 5 z tui CHECKED BY: o111 SW Fifth Ave.,Suite 2500 r a o m mg Portland,DR 97204 S (Q PL07 DATE: 2!7!18 10:17am C4 • 1 date February 9, 201 a U Cip 1U 0 10 20 l<Pff0:so3.2z7.3zst (��JOPLOTTEDBY reVISI0r1S U3 '�a F: so3.2za.af�el Iradua r www.kn"com EROSION AND SEDIMENT CONTROL PLAN SHEET iD OF 11 CC A DWG NAME: C4.1-ESCP.dWg ISI RECORD NO. I— REVISION DATE DESCRIPTION BY TAB NAME: C4.1 1600327 LTJ M UJ LLJ - Z 0 1— Lu Lu J cu Lu project# 16054 PUBLIC FACILITY © IMPROVEMENT PERMIT ti� PLANS O-6 6C1- .-0 1. C 8 • 9.-U .0_,_ ,_ 0 ...iLii NJ_ Ll 4„,,,,,,-, (.........„... ,..,„,., , .,,,„,..,,,,,, ...„...„ ,„,:„.......... .,,..,,:.:„„, 1...... ,..,::,,,., .,.,:„.„:„:,.„ . 4 0 A II t rn lou, IB -:••.11:::71;'.'' '''RyWOOD STAKE .; Dull Olson Weekes-IBI Group S' d 4 ,,� ( •) `�°� Architects, Inc. 907 SW Stark Street Portland OR 97205 USA �y qn ADJACENT ROLLS ,S, teI 503 226 6950 fax 503 273 9192 SHALL TIGHTLY 0 ,`4 r �° www.dowa-ibigroup.com www.ibigroup.com ABUT F -0 eA �q Y;k', T .- PLAN VIEW WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8"-10" DIA.) \k,R0 PROPess �� *GINFF rQ,. ,� INBED WATTLE 3"± INTO 79701PE «r s • EXISTING GROUND SURFACE -ti-- -."-- ' 4 � ''s'' TO PROVIDE CUTOFF r s �yJ flEXISTING SLOPE OREGON ' 4<' .: ,o.71/‘ 'G(. 10 151° '-k'''`•` i MARK 06‘\'' SECTION 'A' I E7 ail-JUh L AT-F. romp I NOTES: 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE 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 PERMITTED. STRAW WATTLE ON SLOPE SCALE: NTS I+ 0 0 Cf) 2 EACH FOAM 0 Q DUMP STRAP .0 ,-ti- VI UT) O N EXPANSION RESTRAINT -C ti (Y4" NYLON ROPE, 3 V NI 2" FLAT WASHERS) _ u) W o U �‘ Ed co a DUMP STRAP `,-.. �> IT E i� cr, � .- (� 65F ',- BAG DETAIL W N 1" REBAR FOR BAG co REMOVAL FROM INLET _ m c ti 7 ,,,,:,,,I.it• z Oimil T3 O O • Y o REGULAR FLOW ` "' '. SILTSA LOWE DUMP STRAP cn COScD U m Dip o cl ,, — • ot,Iik 1q3Iff co ,,._ r 111 SW Fifth Ave.,Suite 2500 �} �( a _ - _ 1. • poniard,OR 97204 r{ .a O:503.227.3251 Il o _.."."�"•"`` x. e,o a� F.503.274.4681 Zf W � � www.knffcom ,vggr„ • e . W d'arel7; W0 . ". a : O ID i 0 0 NOTE; CL ; 1. DO NOT USE HIGH a., FLOW INSERT BAGS. ---- E T U 4.)CC 1 E 02INLET SEDIMENT PROTECTION a o O 0 Y P SCALE: NTS k e I a n J 6 o_ —00 JOB No.: 1600327 9500 SW MURDOCK,TIC3ARR,OR 97224 SHEET NO. V DESIGNED BY: J.ADAMS Q (NI n phase BID& PERMIT SET ((.0 .9N \� PUBLIC FACILITY IMPROVEMENT PLANS R.CADUA CLI. .O i lq:IffO �,Gj DRAWN BY: TEMPLETON ELEMENTARY SCHOOL 2 111 SW Fifth Ave„Suite 25004�\Q��yCHECKEDBY: P-DEDYOCITY OF TIGARD OREGONdate February 9, 2018 _ o Portland,7. 9720a O ��, �\° PLOT DATE: U o:503 227.3251 (, 2fT11 B 10:17a n CA �` F: 503.224.4681 ` Q O pL0T7ED BY: d08 SHEET OF reVIS10>~1$ >- A w..„,,, Taom EROSION AND DEDIAMENT CONTROL DETAILS 11 11 cc DWG NAME: C4.1-ESCP.dwg Q 1RECORD NO. I— REVISION DATE DESCRIPTION BY 1 TAB NAME: C4.2 1600327 Z LU L1J JLU I O I— Lu IZ 2 project# 16054 r` PUBLIC FACILITY N Q IMPROVEMENT PERMIT ¢g co PLANS t0- �U Qz C8 . 1P