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SIT2019 - 00004 ar-FICT CO" GENERAL SITE NOTES Nil 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 1 VISITING THE SITE AND BECOMING FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING. 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE PROPER PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN 1 POINTS. REPORT DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. / 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 72 HOURS PRIOR TO START OF CONSTRUCTION. SW INEZ ST - 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL HAVE A MINIMUM OF ONE OU O O (1) SET OF PERMIT APPROVED PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. - r - 40 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL LEAVE THE PROJECT \ AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE w � `- � �- A RESTORED TO AN "AS GOOD OR BETTER" CONDITION. Z W z 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR AND HIS r� Q / �. o CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE / ' I I w WORK. 7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF TIGARD FOR REVIEW AND rn /� Q APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 8. CONTRACTOR SHALL REFERENCE SOILS REPORT BY GRI DATED JUNE 28, 2017. t�nn Dull Olson Weekes - IBI Group to Z E4E�V�D LJ Architects, Inc. FEB 14 2019 SW PEMBROOK ST GENERAL GRADING NOTES CITY n1=TIGARD SW Stark Street Portland OR 97205 USA L/DBUILDING DMSIOtd tel 503 226 6950 fax 503 273 9192 E i www.dowa-ibigroup.com www.ibigroup.com 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING RIGHT-OF-WAY Q f TWALITY LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. MIDDLE 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE FOR STAKING WITH A SCHOOL I LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY ARCHITECT FOR CONFORMATION TO DESIGN r PRIOR TO CONSTRUCTION. 0 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS OTHERWISE INDICATED. 07C9701PE %1' 19 MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING WALLS AND DOORS.4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. ADEQUATE SHORING f f 0 - - p BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING = ALL PHASES OF CONSTRUCTION. DIGITALLY SIGNED - O _ OREGON 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH AND RETURNED TO ORIGINAL EXISTING7 �U 0� CONDITIONS. DISTURBED LANDSCAPED AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT � MARKp� PLANTINGS. DISTURBED NATURAL AREAS SHALL BE HYDROSEEDED TO REPLACE NATIVE COVER. IFEXPIRATION DATE: 1J/31/19 SW MURDOCK_ ST _ _ _ - - �L- _ - - DISTURBED GRAVEL AREAS SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. _ 6. ALL DITCHES, SWALES, GUTTERS, CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE CONSIDERED ACTIVE o /) r - \ STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING / / STORM WATER DRAINAGE AND DEWATERING OF WORK AREAS DURING CONSTRUCTION. f 7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING CONSTRUCTION IN A PRE-K/DISTRICT MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND COMPACTION OPERATIONS. -I- BUILDING 8. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY MONUMENTS ARE i DISTURBED OR DESTROYED DURING CONSTRUCTION, CONTRACTOR SHALL RETAIN THE SERVICES OF A SW MURDOCK ST REGISTERED LAND SURVEYOR TO RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE NECESSARY SURVEYS AS REQUIRED BY STATE LAW. ii 9. COMPLETELY COVER ANY SOIL STOCKPILES WITH 6 MIL BLACK PLASTIC AND PROVIDE RESTRAINTS TO m F1 HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS PART OF CONTINUOUS EROSION CONTROL PLAN. w PLACE SILT FENCE COMPLETELY AROUND STOCKPILE. SHEET INDEX w I o - 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE _ _ CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES STANDARDS FOR MINIMUM EROSION -1-+ SHEET NUMBER SHEET TITLE Q CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS _ FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE C0.1 COVER SHEET AND NOTES TEMPLETON UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND I SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. C0.2 EXISTING CONDITIONS PLAN O>� ELEMENTARY SCHOOL _Cn C1.0 DEMOLITION PLAN > I 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE Q - - OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. C2.0 SITE PLAN - OVERALL I ° C2.1 SITE PLAN O C2.2 SITE PLAN GENERAL UTILITY NOTES _ p C2.3 SITE PLANN 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD DRAWINGS AND O CN C2.6 OVERALL SIGNAGE & CURB PAINT PLAN INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE SUBJECT TO FIELD VERIFICATION BY O U 0 C2.7 OVERALL SIGNAGE LAYOUT DETAILS I THE CONTRACTOR. CONTRACTOR SHALL VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES PRIOR_ _ _ _ , TO COMMENCING CONSTRUCTION. IZ C3.0 GRADING PLAN - OVERALL C- O 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE C3.1 GRADING PLAN - - FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS SECTION OR ANY OTHER SECTION. + C3.2 GRADING PLAN _ _ I o `V 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND C3.3 GRADING PLAN 1 LLLLU - - OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY ° DIMENSION, COMPONENT PIECE, OR FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS C3.6 RETAINING WALL PROFILES =3 > RESPONSIBLE FOR PROVIDING A COMPLETE AND WORKING SYSTEM. Q C3.8 GRADING DETAILS p '�3- 4. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY C4.0 STORM PLAN - OVERALL I I ti _ _ NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR -0 0-) T C4.1 STORM PLAN I 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE f+ L 3: ce) co C4.2 STORM PLAN I I TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). u) EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN (� C4.3 STORM PLAN I O THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS L0 O CD C4.6 STORM PLAN PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. co L0 1.0 C5.0 UTILITY PLAN - OVERALL 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND STRUCTURES LOCATED C5.1 UTILITY PLAN GENERAL SITE ARRANGEMENT ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION OF ALL ABOVE AND BELOW GRADE UTILITIES C5.2 UTILITY PLAN SCALE: 1" = 100' DURING CONSTRUCTION. C5.3 UTILITY PLAN No valves allowed on Fire Supply Lines OFFICE COPV 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE LATEST EDITION OF THE OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY CONSTRUCTION WITHIN THE PUBLIC UTILITY C6.0 DETAILS C6.1 DETAILS 6.6.1.3 NFPA 13 Listed Indicating Valves All valves controlling connections to water supplies and to CITY OF TIGARD EASEMENT SHALL CONFORM TO THE STANDARD REQUIREMENTS OF THE CITY OF TIGARD. supply pipes to sprinklers shall be listed INDICATING valves REVIEWWkD FOR CODE COMPLIANCE �t '1 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. C6.2 DETAILS ABBREVIATIONS Approved' 11 SW Fifth Ave., Suite 2500 Portland,OR 97204 C6.3 DETAILS 8. SEE LANDSCAPE DRAWINGS FOR IRRIGATION LINES. 0: 503.227.3251 AC ASPHALT CONCRETE FL FLOWLINE R RIM P: 5031ff.com 74.4681 C7.0 ESCP - COVER SHEET Permit #: _S/"T D 1v 9. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE UTILITIES UNLESS www.kaff.com AD AREA DRAIN FND FOUNDATION RD ROOF DRAIN Address: �� r OTHERWISE INDICATED. C7.1 ESCP - NOTES APPROX APPROXIMATE G GUTTER R.O.W RIGHT-OF-WAY B BOLLARD GB GRADE BREAK S SLOPE (FT/FT) Suite #: C7.2 ESCP EXISTING CONDITIONS BLDG BUILDING GL GAS LINE SO STORM DRAIN By: Date: 10. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, C7.4 ESCP PROPOSED CONDITIONS BOW BACK OF WALK GV GATE VALVE SDMH STORM DRAIN MANHOLE ETC. TO FINISHED GRADE. BS BOTTOM OF SWALE H HEIGHT SHT SHEET C7.5 ESCP DETAILS BOTTOM OF STAIR HCP HANDICAP PARKING SPACE SS SANITARY SEWER 11. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, C7.6 ESCP DETAILS BW BOTTOM OF WALL HP HIGH POINT SSMH SANITARY SEWER MANHOLE TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, CB CATCH BASIN ID INSIDE DIAMETER ST STREET SANITARY SEWER, ETC.) IF CONFLICT OCCURS. C8.0 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS CL CENTERLINE IE INVERT ELEVATION STA STATION C8.1 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS CMP CORRUGATED METAL PIPE INV INVERT STD STANDARD City of Tigard Erosion Control 12. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF GAS, CMU CONCRETE MASONRY UNIT IRR. IRRIGATION S W SIDEWALK ELECTRICAL, POWER, AND TELEPHONE SERVICE. C8.2 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS CO CLEANOUT MH MANHOLE / To Schedule Inspections: TC TOP OF CURB - k e y p l a n O C8.3 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS CONC. CONCRETE MIN MINIMUM TG TOP OF GROUND Call 503( ) 6394175 13. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD COTG CLEANOUT TO GRADE N NORTHING TP TOP OF PAVEMENT Initial inspection: MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND ARCHITECT. C8.4 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS CP CONTROL POINT O.D OUTSIDE DIAMETER Poor to tooting inspection p TRANS. TRANSFORMER Final inspection: 14. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2015 OREGON phase BID & PERMIT � C8.5 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS A DELTA OF OUTFALL TS TOP OF STAIR Prior toflnaiouilmnginspection w D/W DRIVEWAY OVH/OH OVERHEAD TW TOP OF WALL STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTION 00490, "WORK ON EXISTING SEWERS AND O C8.6 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS DIA.,O DIAMETER P/L PROPERTY LINE TYP TYPICAL STRUCTURES". (> C8.7 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS DIP DUCTILE IRON PIPE PCR POINT OF CURB RETURN UG UNDERGROUND E EASTING PED PEDESTRIAN UGE UNDERGROUND ELECTRIC 15. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIE AT THE LOW POINT OF THE SYSTEM, TRUE TO date FEBRUARY 8, 2019 N C8.8 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS EXIST. EX EXISTING PP POWER POLE W WATER GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL m / VALIDITY OF PERMIT C) C8.9 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS FDC FIRE DEPARTMENT CONNECTION PT POINT OF TANGENT W/ WITH ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. C THE ISSUANCE OF A PERMIT revisions FF FINISH FLOOR ELEVATION PVC POLYVINYL CHLORIDE WM WATER METER C8.10 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS FG FINISH GRADE PVMT PAVEMENT WV WATER VALVE BASED ON CONSTRUCTION 16. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, BASED ON COORDINATES, ~ C8.11 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS FH FIRE HYDRANT PVT PRIVATE DOCUMENTS AND OTHER DIMENSIONS AND BEARINGS INDICATED ON THE PLANS. CONTRACTOR SHALL RETAIN A SURVEYOR O DATA SHALL NOT PREVENT C8.12 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS THE CODE OFFICIAL FROM LICENSED IN THE STATE OF OREGON. Q C8.13 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS REQUIRING THE CORSSC ECTION 105.4 I C8.14 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS SURVEY NOTES OFFICE Copy, 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL C8.15 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, C8.16 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS AND ELEVATIONS, AS SHOWN, ON THE PLANS. < C8.17 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS SEPARATION STATEMENT 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION C8.18 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEETS CO.02 & C2.0 FOR PROJECT CONTROL project # 16055 ~ ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER INFORMATION. N C8.19 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN o C8.20 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED COVER SHEET AND NOTES S SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. CO C8.21 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" <1 10'. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH Np_ 18" INCHES ABOVE THE SEWER. 5. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. °OU PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION cool LAYOUT. oZ N LLI I�J CULL o - - STORM TABLE: NOTES: c / 1.) VERTICAL DATUM:NAVD 88(GEOID 12A) ' =_ O STORM MANHOLE(FLOW CONTROL) 19 CATCH BASIN(SUMP TYPE) 37 CATCH BASIN(WATER QUALITY) ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO. 1 7 7 T T RIM=290.47 RIM=273.50' RIM=268.00' USING THE OREGON REAL-TIME GPS NETWORK(ORGN). 11wh I o I FO FO FO FO F OVERFLOW=2$8.97 WATER LEVEL=272.78' WATER LEVEL=267.55' (uJNI ?°� I a"SS FO 20 IE8"OUT(NW)=286.52' lei tI 8"SS 8„� 20 STORM MANHOLE 38 STORM MANHOLE 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM OCRS), ,)3 III 1 ..xaLe , \ \:.• \ G4' 'S i--- - - 8"55 O2 CATCH BASIN(WATER QUALITY) RIM=266.49' RIM=268.30' PORTLAND ZONE.THE RESULTANT BEARING OF THE CENTERLINE OF SW 97TH AVENUE IS ( I y w 'yr - 3 �4p• SW INEZ STREET '4 RIM=293.72' IE 12"OUT(E)=261.69' IE 6"IN(SW)=265.65' NORTH 00°34'45"EAST. - - I, •( w w W ST W w W WATER LEVEL=292.72' IE 6"IN E)=265.65' 21 CATCH BASIN(SUMP TYPE) IE 18"OUT(N)=265.45' '•`. ' '"' ".msssss•s•w tur w n:; CATCH BASIN(WATER QUALITY) RIM-275.07 , " ' ' . •. ,:• RIM WATER LEVEL O CATCH BASIN(WATER QUALITY) 017 s 3 TY 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE ORDER NO 39 7019-2858130 PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2 +- �:...'.. =:. . +�' :;'• v�• s... .r. \ G VG\ g WATER LEVEL=288.73' RIM=268.04' / (TEMPLETON ELEMENTARY SCHOOL)AND LOT BOOK SERVICE ORDER NO.7019-2858150 \ �� � �y 22 STORM MANHOLE WATER LEVEL=267.59' 4? ww" \ \ \ `+)? Mw>�iEN : O CATCH BASIN(SUMP TYPE) RIM=283.73' SUPPLEMENTAL,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 ', `....P dy s' AY ,,,,1 r• ,�y ,,,.[ ,` ?� `•'+��� �* RIM=289.73' IE 6"IN(NE)=278.83' 40 STORM MANHOLE(FLOW CONTROL) (TWALITY MIDDLE SCHOOL) J \ € WATER LEVEL=288.83' IE 8"IN(NW)=278.63' RIM=269.26' J ' � � �' � ww\ I �.,,hp � •'�� \ \�2 IE 8"OUT(SE)=278.43' IE 18"IN(S)=265.06' I ,• I \ \ / / \ 5 CATCH BASIN(SUMP TYPE 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS&REFERENCE MAPS \ \ l 2 a° I \ \ � ) IE8"OUT(E)=265.06' I \ \ 1 . ;.'...". _ W O RIM=285.10' 23 CATCH BASIN(SUMP TYPE) MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS.UNLESS INDICATED,DEPTHS OF UTILITY LINES �( $ ) ,.: ; . \ \ ,•I. p WATER LEVEL=284.20' RIM=280.49' 41 CATCH BASIN WATER QUALITY (POTHOLED)I �� . •: +! ;, \ ( ) ARE NOT AVAILABLE.ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED POTHOLED PRIOR TO III N'"3 \ aw" / G . 'r :` \ O WATER LEVEL= RIM=268.85' CONSTRUCTION. .•:� :„ 6 CATCH BASINSUMP TYPE)) WATER LEVEL-268.45' RIM=284.86' 24 CATCH BASIN(SUMP TYPE) I) 3 I I rb I\ / I \ .:{-�•,. .•:-�••: \\ 1 E WATER LEVEL=283.96' RIM=278.60' 42 CATCH BASIN(SUMP TYPE) Y WATER LEVEL=277.75' RIM=266.32' I ) iI I I \ / / .� \ \ 94�w 12 }F " : ,�;. -t' `''••. \ 4� (� ( ) WATER LEVEL=265.57' Lr .;%- Q 7 CATCH BASIN SUMP TYPE I I ) o .� A :•:, ,'' .._y•_..' `. . '••':: :: RIM=284.42' 2S CATCH BASIN(SUMP TYPE) 'sRN" I \ s , ' . '•, ;.z• ;' / ` 1Of1 uzrza mi9 tOf' Ny°SEWE am" WATER LEVEL=283.27' RIM=285.89' q3 CATCH BASIN(SUMP TYPE) WATER LEVEL=284.74' RIM=266.31' I B I ° �' / •`t: :.�;;•.''•�..`','. :•.• . :r °o �+�/ \ O CATCH BASIN(SUMP TYPE) WATER LEVEL=265.65' / •� Lfi' \ • °' J '"•_ ' / k / 2m- '� , ° /215 \GP a• RIM=279.00' 26 CATCH BASIN(SUMP TYPE) WATER LEVEL=277.90' RIM=285.42' 1 1 / / '�' � / / � ``'��:' ` .'''+' ' ' ` `' � ''� �` '� ` • �"/ -- � 1 �� O CATCH BASIN(SUMP TYPE) PROJECT CONTROL: I I / / / / / �A •/ ,� \ a ; `r.'.+ . / ' -1 a �� \ a NO PIPES VISIBLE WATER LEVEL=284.22' RIM=266.23' / I 5 ••• • �' '' � 5' � '' "�' �p r �5_ \� Q WATER LEVEL=265.68' STATION DESCRIPTION NORTHING EASTING ELEVATION N`� \ / \ \ -• ?' �; ., '_3 / / `\ / \ \ \ O9 CATCH BASIN 27 CATCH BASIN(SUMP TYPE) Dull Olson Weekes - IBI Group N "' `� ,: / / \ I \ RIM=279.62' RIM=285.33' 45 STORM MANHOLE 1 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132419.84 321787.80 273.25' RV / \ / ' �`' i \ Architects, Inc. t!o ?I I / ) \dy� 1 I ' - " / \ \ , IE 4"OUT(SE)=278.83' WATER LEVEL=284.18' RIM=266.84' o •- •;.,;-.: , _ \ IE 10"IN(5)=261.74' 2 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132390.80 322280.98 258.35' i 'j •' / 'tee �_ 1 / \r 10 CATCH BASIN 28 CATCH BASIN(SUMP TYPE) IE 8"IN(W)=261.74' - _ IE 10 OUT =261.64 • - •-L' ' ' �'"'-�" ''- �• ' � i. \ \ \\ O RIM- 3 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132666.01 322071.44 271.99' 279 84' RIM 285 39' ^ o:+• .:, ' .. ` .. ./' / / \ IE 4"OUT(NE)-279.11- WATER LEVEL=I 283.75' / 907 SW Stark Street Portland OR 97205 USA I •. +'.,;:L• / / / \ \ \ \ 4 1-1 8"BRASS CAP"KPFF CONTROL" 132899.77 321770.79 279.46' tel 503 226 6950 fax 503 273 9192 " /. / •. O O O MP TYPE)v� / / \ \\ 46 CATCH BASIN(SU PE � / ; . "' � •',"..: ( / 2c \ \ 11 CATCH BASIN(SUMP PE) 29 CATCH BASIN(SUMP TYPE) RIM-266.38' S MAG NAIL W/WASHER"KPFF CONTROL" 132968 06 321577 38 285.84' www•dOwa-ibigroup.COm www.IblgroUp.COm RIM=280.04' RIM=285.29' WATER LEVEL=265.48' WATER LEVEL=278.90' WATER LEVEL=284.14' 6 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132848.99 321444.77 294.64' CATCH BASIN(SUMP TYPE) I u• I / / °za• �� ,y3o/ ^ / Q/� / I \ // / e / / \ \ \ \ 12 CATCH BASIN 30 CATCH BASIN(SUMP TYPE) RIM=265.97' / 7 1-1 8"BRASS CAP"KPFF CONTROL" 132647.74 321368.51 298.OT RIM 280.14' RIM=284.95' WATER LEVEL=265.27' z: zr l =s' / / RIn \ ; / / / / ry / ' 1 IE 4"O (SE)=)=279' WATER LEVEL=283.75' $ 1-1/8"BRASS CAP"KPFF CONTROL' 132441.79 321457.69 286.22 IE 4"OUT(SW)=279.44' q$ CATCH BASIN(SUMP TYPE) :- I I \ T v'"" / 31 CRIM=265.94 /� / � \ a / ° �- 1 ` �' O O "IR W/RED PLASTIC CAP"KPFF CONTROL" 131972.32 322216.44 247.55' CATCH BASIN ' 9 5/8 13 CATCH BASIN RIM=293.29' WATER LEVEL=265.28' RIM=280.15' IE 12"IN(NE)=290.39' 02'07/19 m •' / / / / / / o ne / ' °Gmz r°Gr I / 10 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131963.84 321947.02 257.55' 16 / I ) I I IE4"IN(NW)=275.55' IE12"OUT(SE)=290.09' O g7f9701 PROFFsf 49 CATCH BASIN(SUMP TYPE)E 4"OUT(SW)=279.45' RIM=260.10' 11 1-1/8"BRASS CAP"KPFF CONTROL" 132158.83 321844.45 267.14' N e �O,y\ WATER LEVEL=258.60' q 9"' ' MLLN"° - 32 CATCH BASIN FrJCATCH BASIN(SUMP TYPE) RIM=293.01' PE \I/ • I / $ry / / +•'.• .. \: \ // : ,v+t' / / ' RIM=274.54' IE 12"IN(NE)=290.51' 50 CATCH BASIN(SUMP TYPE) / / / / / 6 •.'. TNAI➢Y MiDDU SCHOOL / / I / WATER LEVEL-273.35' IE 12"OUT(SW)=290.41' RIM=258.64' DIGITALLY SIGNED I / ,'�''•'. • }SIONY(DXLPfR WMING / ` " / / ^ IIl WATER LEVEL=256.94' %RJIOG�ON,CATCH BASIN 33 CATCH BASIN OrRIM=274.06' RIM=293.09' S1 CATCH BASIN(SUMP TYPE) �" IE4"OUT(NE)=272.48' 7 IE 12"IN(N)=290.79' RIM=260.70' (�IE 12"OUT(SW)=290.69' FILLED WITH DEBRISK CATCH BASIN "s rye' OO//�� RIM=273.80' 34 CATCH BASIN 52 CATCH BASIN(SUMP TYPE) EXPIRATION DATE: IV" FULL I / / ' / / / / �: :' -" js. / ° FULL OF DEBRIS O RIM=301.96' O RIM=260.78' •.°o.�,. �9• a•+ / / la / / / / IE 12"OUT(5)=298.96' FILLED WITH DEBRIS CURVE TABLE W PEMBR K / / / / O 7 17 CATCH BASIN RIM=274.03' 35 CATCH BASIN 53 STORM MANHOLE CURVE# LENGTH RADIUS DELTA CHORD CHORD BEARING FULL OF DEBRIS RIM=301.43' RIM=240.93' ' / / / / _ °`""•, ° ��''}}'' / / IE 12"OUT(E)=299.33' IE 12"IN(N)=238.53' C1 47.77 502.46 05°26'51" 47.75 N 02°08'40"W 't7e L/ / / 18 CATCH BASIN(SUMP TYPE) IE 12"OUT(E)=238.23' m- / 17 �• J / / G• RIM=274.32' 36 CATCH BASIN(SUMP TYPE) C2 72.78 45.00 92'40'19" 65.11 579'19'53"E WATER LEVEL=273.17' O ��' RIM=267.69' S4 CATCH BASIN C3 9,29 16.00 33°16'23" 9.16 5 70°58'09"W / , 3 ' / � / / / / / .l,r'•aQ,. O\ � '� / I � '� STRUCTURE CLOGGED RIM=260.78' � ' \ z� ' ' r 5 / °/ WATER LEVEL=259.55' C4 48.97 1183.91 02'22'11" 48.96 S 88°47'26"W 5� j \ SANITARY TABLE: LEGEND: O IBQZ, o.� Ol SANITARY MANHOLE O6 SANITARY MANHOLE 11 SANITARY MANHOLE -- �) / / / / / / �,[ •6,� /y: ` / / ° ` / , / RIM=255.92' LOCATION PER AS-BUILT RIM=304.56' BUILDING OUTLINE WITH DOOR IE 8"IN(SW)=249.67' IE 4"IN(NW)=297.76' CONCRETE SURFACE / � / / / �• IE8"OUT(E)=249.62' O7 SANITARY MANHOLE IE8"OUT(S)=297.51' F. ? / / / RIM=287.65' 1 ASPHALT SURFACE .n I / / az .. •: - HOLE = HOLE - - -- -- -- -- 2 SANITARY MAN IE 4"IN(NW) 281 35' 12 SANITARY MAN fF / % RIM-256.58' IE 8"IN(N) 281.35' RIM 300.54' WALL LG /• S' ( �"�+ / i IE 8"IN(SW)=250.93' IE 8"OUT(SE)=281.15' IE 8"IN(S)=291.04' BUILDING OVERHANG �I • 29 iw. " + I / IE 8"IN(W)=250.88' IE8"OUT(N)=290.84' / CURB LINE IE 8"OUT(NE)=250.53' O8 SANITARY MANHOLE RIM=294.02' 13 SANITARY MANHOLE EDGE OF ASPHALT L ry ' •''i ,., '•� I�Q :y;�� �7 / O3 SANITARY MANHOLE IE 8"IN(W)=285.42' RIM=305.10' - - .�J .. w „r �� .•.'/ 19 '. / / V / RIM=262.57' IE8"IN(N)=285.52' IE8"IN(W)=297.80' - - RIGHT-OF-WAY LINE > ) ) ) ) 26 • <i~ TAM MIDDLE SCHOOL \ / /. / / / IE 8"IN(W)=257.57' IE8"OUT(S)=285.32' IE 8"OUT(N)=297.60' - - LOT LINE " (n 6 x.soNvwxmLrzwlmlrw C' IE 8"OUT(E)=257.27 9 SANITARY MANHOLE 14 SANITARY MANHOLE PROPERTY LINE h i� SANITARY MANHOLE O RIM=293.90' O RIM=268.85' HEDGE LINE w RIM=270.76' IE8'IN(N)=286.00' IE8"IN(W)=262.95' T TELECOMMUNICATIONS LINE 27 ti ;�: 'e� ! / / / / / IE 8"IN(SW)=266.56' IE8"OUT(S)=285.90' IE8"OUT(E)=262.60' O IE 8"IN(W)=265.96' SD STORM LINE ^' 0 4 / I / / IE 8"IN(NW)=265.96' 10 SANITARY MANHOLE 15 SANITARY MANHOLE o ti •+' .� o'er// / / IE 8"OUT(E)=265.76' RIM=302.34' RIM=286.19' [SD] STORM LINE PER RECORD DOCS.) O 26 ti��. �� `� / ^"� r IE8"IN(W)=293.24' IE4"IN(NW)=277.19' SS SANITARY SEWER LINE C N \ u / / / 5 SANITARY MANHOLE IE 8"IN(N)=293.24' IE 4"IN(W)=277.19' 0 U N ^• r / / O RIM=271.61' IE8"OUT(5)=293.14' IE8"OUT(E)=276.99' W WATERLINE O Io y �. / °/ J IE 8"IN(W)=267.61' [w] WATER LINE(PER RECORD DOCS.) n \ 25 .. ,ti.'•: m �5�"s� I I / / O ��/ / ry / / IE8"OUT(NE)=267.21' u, G GAS LINE U) I � ,� /AX.- / [G] GAS LINE(PER RECORD DOCS.) //� �_ OHU OVERHEAD UTILITY LINES V♦ CHAIN NE FE co Y o / [G] ti- "hre ry,Q•/ I I \ " O WOOD PENCE NCE ~ Cb' ' \ / WROUGHT IRON FENCE Q) / 180 I ` / ///G• / l \ \ _ [ ] UNDERGROUND LINE PER AS-BUILTS E S r e o SIGN G yam, CD •CT 1 '>...., , ° tee ^Cb. �' DOUBLE POST SIGN `` ti v ®�`N •'. - ,� a I //� / I ) \ BOLLARD ^ m � 23 v �° e 22 fF 1j /� ®\ ° G" �' . / i �� / / \ \ ` 0 FP FLAG POLE }0 33 " ' ) I 8•, �. \\ 81, / \ \ -- / o //////// \ \ D/W DRIVEWAY ENTRY O M M • I SO 3a M , \ '�i $ \ (�, HCR HANDICAP RAMP 2 0 LJ7 O O " $ o:. . \ / \ \ a:e- .2n / .r \� \ \ \ � V 3 BIKE RACK / Cfl LCA +p \ °� H �- V• ,y " -Tie / ' � N .e WIOESL,NMFASFMLN. 1 S y \ 0 ro \` '• / G mDN99G.MGGzl9 I o RD ROOF DRAIN •-• °+- gy we`� xEu1fr.�r ` GOMv 'QF �t �b� 2' V na°�� v `�1 �1 A - 0JB ELECTRICAL JUNCTION BOX RD STREET wvL MN+fM.LY6® s srtm � � / q73--- _ -� ' � 1 d3- n �z=z+ fyyy Y` [W] [wl [W7 [W OHu ev" 4 .,• I I tie6- s�� SS Na_+3 e� - - - - - - E m -91iU' �7H _ / ELECTRICAL METER xw•s.•°s•E sw.sr mrm 21 '\yY,-. /,(`° ry h,C•. ti 8"SS - 8 SSe�--�8 SS 8"SS "SS��� 'S5 "�` 8"SS \g'SSSS g^55 8"55 1 .eT ❑EC ELECTRICAL CABINET EVLT ELECTRICAL VAULT X / ten+ - -[SD] �E [ D] [SDI [SD] TRAINTRANSFORMER �2117 � y,:., , IJ - tl? / - 3 GUY ANCHOR ,A ` \ l I Y.k LUMINAIRE 111 SW Fifth Ave.,Suite 2500 / Portland,OR 97204 / h,(s 1~ / / e` a` in " POWER POLE F: 503.274.4681 /ro J ry N ry \ �O / \ '•' \ \ / / ° OVERHEAD LIGHT O: 503.227.3251 /,y / Ir- POWER POLE OVERHEAD LIGHT www.koH:com LL / / \G� I / , ;: •: :.°�/ I / G 0 GAS METER GV +' GAS VALVE 0 274 �mwl sLwMrA5EMDII �. X QS SANITARY MANHOLE IW] Im D STORM MANHOLEW aoa o CATCH BASIN/AREA D RAINN ;. / ® CATCH BASIN(WATER QUALITY) CD in\ I ,,.� N •9Nr.%•.~." ❑ AREA DRAIN � \ \ I- I \ lL �' FF=267.4' h� LL 1 / .u.:,N,L�M.NF., I o O SANITARY/STORM CLEAN OUT Q / �G1 N•�J J ) I Ff SANITARY/STORM STRUCTURE# Ll Gl��/ TELVLT TELECOMMUNICATIONS VAULT Q 6 ] �- [G] [G] � [G] r- [G] [G) /._ II - I �'� / / / / / TR o TELECOMMUNICATIONS RISER /•3 5 / " N. `• " "i.•;�:�/ % / D4 WATER VALVE phase BID & PERMIT FIRE HYDRANTSW MUR�CK STREET =6p a WI • / W 0 WATER METER r. . nn / O-O FIRE DEPARTMENT CONNECT 6M1� � I °"- � � w. �.� • :.>t � date FEBRUARY 8, 2019 / , \ / 1 / m Al / / / Q WATER MANHOLE [W] [w] `� 3+ m 'N/ //"/ / / / '� WVLT WATERVAULT revisions bow J / / 4r,� �,�'/ / / • � ..+ ." / / / / 0 D DRINKING FOUNTAIN O ma "• / ,�; / ,�� ✓ / 3rD /// .'/// / r -...., <.'• / / / oH8 HOSE BIB \ / �� I r :•j, $° .' OICV IRRIGATION CONTROL VALVE ` °•� L l / ( ! Q/ / s + .!•,/•.�/ /// // // /.,t "�1.•.•/ / // / / / // / ��PPVo UNKNOWN UTILITY VALVE O / o DECIDUOUSTREE -PERIMETER REPRESENTS D RIPLINE CN CONIFEROUSTREE z• ✓ 1 / I / / / •:.�/ / -PERIMETER REPRESENTS DRIPLINE 1 41 ' / /`ti -J \ .;. \ I II .:4•�/ / 1 ••'eNo.°� '/ / / / / / / SHRUB U I / MONUMENT 'Op �/ �? � '�� +'� - :,. / / / .M.m j / / / � w g �1 PROJECT CONTROL POINT o ti� / I /e fl Me / Project # 16055 EXISTING CONDITIONS 1 :E0 IP PLAN N15 0- I // j j j ass- // / , / / / / COm2 tiyT5°11, ti / �� SCALE 1 INCH = 40 FEET cow 40 0 40 80 CN LL C) 9N1-x _ Ixq / SHEET NOTES 0 1 1 / - - 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. I " WfT T W T 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS �*_L 8'ss �'a AS REQUIRED IN THE SPECIFICATIONS. 8"55 81I5S _ 0 43 —SW I N EZ ST— $" 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE - - = - w _ _ CONTRACTOR. W w w w 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT OF THE— _ SHALL _ No NEI!:) m 1% 0 SECURED BY THE DCONTRACTORNPRIOR TO CO MRK MENCI GBE DEMOLITION. ® 28 25 , 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM 1 25 6. ® - DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY ® MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS ® II RESPONSIBLE FOR COORDINATING AND PAYING FOR THE 23 \ 3 REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED �) 21 OR REMOVED MONUMENTS. 3 22 21 25 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE 0 I RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL r� EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, I I 27 STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR 23 \ o SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS 21 25 O '� TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER 43 FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM Dull Olson Weekes - IBI Group DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. Architects, Inc. 8„ 23 g ' 22 ' . 60 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. / _ 907 SW Stark Street Portland OR 97205 USA i 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD tel 503 226 6950 fax 503 273 9192 * t www.dowa-ibigroup.com www.ibigroup.com DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET 2$ SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT ss° ,. CLEAN. 10. ALL EXPOSED PORTIONS OF UNDERGROUND U11UTIES TO BE OR ® \ Y mow„ / ° ABANDONED SHALL BE PLUGGED PER DETAIL 4/C6.1 ® f \ 60 °°DAL 11. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME 07097 ROFF 02/07/19 FRAMES AND AREAS OF WORK. N SS/�E' yq2112 REMOVAL WITHCOORDINATE MITS OF PAVEMENT AND PROPOSED MPROVEMNTS. NCRETE WALK1P�f ® 22 / / DIGITALLY SIGNED v , 46 13. SEE C8-SERIES SHEETS FOR DEMOLITION IN RIGHT OF WAY. 7 60 s , IF EXPIRATION DATE: 9/3VO RD g o• RDa INn ICV \ Pp\ , ci N LL.I 43 Q DEMOLITION KEY NOTES N o - 20 SAWCUT LINE co N \ 21 REMOVE CONCRETE CURB. 22 REMOVE CONCRETE SIDEWALK 47•• 23 REMOVE ASPHALT PAVEMENT AND CRUSHED }� S D ROCK SUBGRADE. 24 REMOVE CONCRETE ADA RAMP. Q 0 25 REMOVE PARKING LOT LIGHT. TR TT'. .; 22 26 REMOVE BUILDING AND FOUNDATION. SEE ARCH SHEETS FOR O r i N I \ LIMITS AND PHASING. Q 46 0� hN 27 REMOVE TENNIS COURTS. SALVAGE NETS TO DISTRICT ON v s 0 28 REMOVE CATCH BASIN `v 42 29 REMOVE EXISTING PLAY STRUCTURE AND SURFACING. V O m 44 L:A 30 REMOVE EXISTING MANHOLE co CU n 24 y / _ °l ❑X PROTECTION KEY NOTES NO zo 42 / � Qoti / '"° w=E 40 PROTECT CURB AND SIDEWALK. ti R /� o / 41 PROTECT RETAINING WALL AND RAILING. =^ ?j 30 23 26 \\ W y ® 26 // �� (� O ®� aa AD / // m 42 PROTECT UNDERGROUND UTILITIES. � �O �O ' " ' s \ �\ 42 o // / 43 PROTECT TREE. _ • � SW MURDOCK ST MENEM42 / <8> 3 oyo °�0 20 / `\ // 44 PROTECT EXISTING WATER VAULT. Iwl [wl wl [wl [w - _ _ _ - -� - - �wu 1 — — — — — — — — 45 MILL AND OVERLAY. SEE SHEET C2.2 o 8"15S 8"ss 81Iss a"ss 8.15S ss _8^ss — —8"ss — 8"s5 — 8'ss — 8"sL MOVIE rr s - - - 46 PROTECT TRACK SURFACING - ISDI TDI — — �SIST — — , ' - - - - - - 47 PROTECT CONCRETE CURB I 1 'b [WI [ d)-�R — ❑ — / / / / \\ \ 111 SIN Fifth Ave., Suite 2500 / / I OX SALVAGE KEY NOTES Portland,OR 97204 3251 /� / / I O: 503.227.3251 / F: 503.274.4681 N \ 60 EXISTING PORTABLE CLASSROOM BUILDINGS TO BE RELOCATED www.kpff.com TO FIELD UNDER A SEPARATE PERMIT. [w1 [w1 42 // tel, SHEET LEGEND- v / PROPERTY LINE \ \ / PRE-K/ DISTRICT BUILDING RD / / //, OFFS T¶FFOR COLARITY)ITS (SHOWN \ \ I I I U O - - - - - — SAWCUT UNE REMOVE OR ABANDON UTILITY LINE IN \ J ` PLACE k e y p l a n /D RD 3�: [c] [cl / REMOVE TREE o \ \ �_ r \ , phase BID & PERMIT 8ss LU �� MEN� r {w� w1 , w] // a �tttH{� 42 / 22 date FEBRUARY 8, 2019 CV /` \ — e Mo RD / \ CD Iw] Iwl \ 29 revisions O \ I ° R/ \ J f R ;•// 11 v .: • \ UI ° a/ 26 c. /f 29 c C iCV°°ICY Q RpI • 4 f OIIOW ' mu Y \ project# 116055 (00 Cn ` � , L °E DEMOLITION PLAN s 661 � °=F=XFRBVI C1sornU SCALE 1 INCH = 40 FEET �Z 0 TEMPLETON ELEMENTARY SCHOOL (0-1 40 0 40 80 N LL I J i RIGHT OF WAY - t I ITROwf IMPROVEMENTS Ili-(� INTERSECTION w®w APPROVED UNDER 12+82.35 (ROAD A)= (000 )= C291 C2 • SEPARi ATE PERMIT 56+85.71 (ROAD B)N 133035. -SW INEZ STE 321634.777 I I Li y_ Q RIGHT OF WAY - - - - - L2 I. J I IMPROVEMENTSJ C2 \ z t APPROVED UNDER C1 L3 ����'� SEPARATE PERMIT 10 00 _j� - _ -11�= -ROADA- 12+00- 73+ m C3 -� INTERSECTION I o 56+85.71 U 10+00.00 (ROAD A)= I I I L52 00 204+72.82 f LJ \If x�°0` J I PLANS FOR/-REFER TO L LANDSCCIDAPE +26.53 (SW 97TH AVE) I o TR y\ I � y 0 I r Z OF PATHWAY'`' I r� L26 I I B N 133043.53 I 1 E 321353.48 < < < < < < < < < < L4Ll C24 O % 301+1301+15 I 1 1 ..... .. ... ... ..... ....... \ 300+00 RIGHT OF WAY g o IMPROVEMENTS {.r w Dull Olson Weekes - IBI Group 0 00APPROVED UNDER h`D NO CIVIL SCOPE I Q Architects, Inc. SEPARATE PERMIT I 8E IN THIS PACKAGE I I p l Stark Street Portland70 tel03 26 6950 fax 503273 9192 �x o+ I � p I Ol www.dowa-ibigroup.com www.ibigroup.com oo LO +00- ROAD E 91+00 _ L70 + _ 91+85 C4 I I I N + - T - 04 oOB N2904.93 E 321403.95 \ .n oo INTERSECTION GRID LINES A AND 11 osr ¢v I 02/07/19 J Q 'oX L25 91+85.00 (ROAD E)= / N 132883.23 ° , 07�9 OF 55+42.83 (ROAD B) E 321898.26 Q N 132903.06 F�rfipy9 3 E 321588.94 C I 1PE o l Q O \ / DIGITALLYSIGNED o Q Y. I \ I OREGON EXPIRATION DATE: t�3 SW PEMB_ROOK ST_ . V/ POB N 132725.23 I \ E 321422.27 I C2 * 5 c"c-0, ccTWA TY IDDL H OL C2 • 2 \ \°J(o N LU L50 I ° o + > I 200+00 M Q Y L24 o � O N L23 ytix� C23 Q � C22 ,IN NO CIVIL SCOPE v I IN THIS PACKAGE I -L oo L22 ^� 0 POE + I / N 132599.71 0 N 0 ooy I E 322175.21 I _ . ',■ I' Oryx 00 TEMPORARY GRAVELI IO PARKING LOT APPROVED C21 do O UNDER SEPARATE PERMIT C- / I U N I I N�ory I C5 T - - - I 0 U)GRID LINES N AND 1 N 132549.72 �^ + . I I V 0 E 321427.08 OCN _ CU CU +l I + c6 ,IN � -q INTERSECTION 50+00.00 (ROAD B)= L21 n - �O 1 ti 100+35.36 (SW 97TH AVE) NOB 2463 38 I / M o N 132452.40 ' L6 I // / E 321347.50C20 } E 321399.82 00 00 O° F L31 / OO • e - O n / I / // I 3 � N I- = L2o 2s 30 -' � � / (� � � � �j/ / I I--- SW MURDOCK ST �O° L61 2.,251+09.07 WALL B ° / I - - s �K) a rA7:; 15 POB O 'N 132417.04 Q 21+39 E 321347.15 ROAD A ROAD C ire a \ 111 SW Fifth Ave.,Suite 2500 � Portland,OR 97204 a° C2 • 3 I I 0: 503.227.3251 Number Length Radius Line/Chord Direction Number Length Radius Line/Chord Direction I I I I / F: 503.274.4681 www.kpif.com Lt 249.428 S89' 56' 26.44"E L30 24.286 S46' 49' 07.49"E l� // // I / L ry C1 11.600 40.000 S81' 37' 58.66"E L31 46.485 N89' 29' 43.80"E I I J i I SW 97th AVE L2 38.735 S73' 19' 30.89"E L32 129.247 N26- 16' 27.11"E I + C14 C2 8.700 30.000 S81' 37' 59.02"E / e Number Length Radius Line/Chord Direction 7 PRE-K/ DISTRICT BUILDING o L28 642.336 N00' 34' 45.43"E L3 47.274 S89' 56' 27.16"E ROAD D I ( I/ � \ � � I C26 94.721 477.460 N05' O6' 14.57"W C3 38.099 75.657 S75' 30' 51.82"E L4 188.499 Si 05' 16.49"E Number Length Radius Line/Chord Direction I ° /O I L29 6.200 N10' 47' 14.57"W k e y p I a in L40 252.958 N27' 05' 03.16"E JI I o Q / I C27 94.721 477.460 N05' O6' 14.57"W C4 64.089 42.000 S17' 22 23.60 E - AA 3;: L5 303.102 S26' 20' 29.29"W L41 307.042 NOD' 17' 02.06"E q I ce I \\\ \ / aI L33 2.025 N00' 34' 45.43"E phase BID & PERMIT F- C5 23.490 64.500 S1554' 29.51"W _ I p oo ML6166.137 S05' 28' 30.04"W ROAD E \ ( sI . I date FEBRUARY 8, 2019 0 o SHEET NOTES revisions CD ROAD B Number Length Radius Line/Chord Direction I "� ( o I I I _ / L70 185.000 S89' 25' 14.57"E o p I p Q d ° \ ao 0 1. REFER TO SHEET CO.2 FOR PROJECT CONTROL POINTS. Number Length Radius Line/Chord Direction I 2. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL BUILDING QL20 25.824 S89' 10' 11.75"E ❑ ° /�/ / I GRID INFORMATION. C20 54.497 35.447 N46' 44' 49.12"E RETAINING WALL-A I 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. N �.°.N L21 83503 NO2' 39' 51.01"E 1 00 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA . Number Length Radius Line/Chord Direction I \ D O* °° I PAVING LAYOUT INFORMATION. J C21 9.002 22.000 N14' 23' 12.42"E -� L50 26.000 N89' 25' 14.56"W I z I 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME L22� 70.705 N26' 06' 33.84"E 34' 45.43"E 11 + I FRAMES AND AREAS OF WORK. project # 16055 L51 287.000 N00' 04 C22 17.988 83.000 N32' 19' 04.90"E - S IIII CV L52 159.820 S89' 25 14.57"E e • - - - Iillljll ,!!j,ljljl!!, SITE PLAN - OVERALL C0 L23 57.005 N38' 31' 35.95"E I - ilil�jll;l q illlllllllllll Iql I °. ELL C=) III I,I,I ,I, cfl I!I!!II!I III II IIIII C23 8.294 32.000 N31' 06' 06.35"E I !Iljlljl, ,, l lil;lllllilllllil `D00� RETAINING WALL-13 o' 'I rllol 'll!Igll' a- L24 65.028 N23' 40' 36.75"E I ox� !II II;II! Ijll!III Ntl L25 246.747 N26' 20' 54.95"E Number Length Radius Line/Chord Direction Ihl;lljl IIIII!II!Ili POB C2mO N 132067.45 MU I E 322058.52 I SCALE 1 INCH = 40 FEET rn� NZ C24 14.716 32.000 N13' 10' 27.48"E L60 6.324 S68' 39' 33.28"E TEMPLETON ELEMENTARY SCHOOL cell32.396 N00' 00' 00.00"E L61 102.742 N89' 29' 46.47"E 40 0 40 80 N<L I o I I TTXO/ TRo Wif Wow TN - - � I I t t - SW I N EZ ST J 0 RIGHT OF WAY IMPROVEMENTS I - - DM APPROVED UNDER SEPARATE PERMIT rapA .� PC 12+49.43 0 - - - - - - - �� 10+29.066 LT 20.00' 6 �. I I• 21 LT 8.00' I a 11+99.38 __ I B I I ° 10+45.94 LT 22.82' S 12+44.86 6 5 LT 22.81' I - - 21 - PCC 12+90.08 � , � _ LT 7.00 °• LT 12.50' 13+33.06 I _ � .� ��-rte � 1 6' WIDE 5 \� _ _ -- / Dull Olson Weekes - IBI Group `� 16 LT 20.63' \ � . - - - � -/ 1 13+11.46 \ Architects Inc. LT 10.00' 10 . •'.-:' - 23 PC 13+62.03 I T1 L 10.30' 2 S �;•'. •'. •'. ,''. • \ \ 907 SW Stark Street Portland OR 97205 USA 10 00 :':ii+oo ':'::': 10' \ 19 R74' \ \ \< tel 503 226 6950 fax 503 273 9192 .' .I' •' '::'::'::' :' :' :' : www.dowa-ibi rou .com www.ibi rou .com R20' '. •• , . PT 13+94.47 \ \ \ \ 9 P 9 P RIGH 0 WAY T 0' 5 Tl • . • . • . • . • . • . • . • . L 120 � . IMPROVEMENTS APPROVED • .••�.�'•:-•-' � \ 3 � ' ' 10 � 1 0 0. UNDER SE ARA P RMIT12+44.7 . \. •�•': 5'• ':•:56+85.71•:': ::••::•"•'.• • . : � : •'. • . RT 6.00 ' 21 . PT 13+06.04 ': : : '•'l ': '•I' : \ a f�•� \ RT 10.13' ••'. \ l 1 91+08.76 PC 12+49.28R10R50 • . .• . .• . • 74 - - I 0 �110+29.00 . RT 20.00' I I RT 4.00' % 0 204+00 204+72.82 14 IYP. = y I �EDPROFF ovo7iis LO 90+19.374 G. . C. . C. . E. . C. . C. � . e. 1 R4 6' WIDE 0C14 13+11.42 PT 13+84.780 18 2 :,h• N.'••'•'•• I r ����.�7O/9LT 90. 5 : DIGITALLY I E F N9ED4 RT 10.00 t RT 11.54, PC 13+55.62 r` • • • : . . :. ••:. ••:.;•:.••:..:• .• • • • • • s. 6 R •::(11) STALLS ® T 10.00 21T 12' : 8.5 80x6 o U� MAtoRK OE0 p 80 . • 88 •'. •'. •'. •'. RETAINING WALLA 12 :.-co . ;•'. :•'.• :•'.;•'.;'•'.:'•'.;'•'. ••'. , ' 4 56+34.59 ExPIRAnONDATE: Mf" LT 21.67 W 14+24.08 z 1 S LLS 9.0' . S :• ® x18. ':• O 6 STALLS ® 9.0' 5 X o .( ) x18.5'•:•'•':• •':•'•':•'•':•'•':•'.•;.••.•;.••:•.•.••;:.. I :•':'r'•�':•'•� ••'••' RT 19.49' .-,, '•' 0 .•. N :•'.•'�c�•'.�•;•':••'•':••': •; . R10 . 0. _•'.�,'•':••'•':•;•'.•• PC 15+82.34 z LT 12.00 I I. I I ° F- 6 0 _ 0 0 a 0 W X H p0 9 M C. W Y a 3 ♦ g vt nt. z am 0 91+17.48 : ' g a 90+01.9S 5 LT 36.55' LT 37.14 LT 35.49' .. 9Q 9. LL 0 •'•':90+54.65 55+97.83 •.• .;�.•.' .•.' .•.• .-.' LT 35.98' ' ' ' ' ' RT 20.00' m 72. e.. O W 7 26 o � 2 6 iXo i Q :'•'.R6' 8' . :,'• . ••'. ,•' ;• g 15+43.95 : .\. . • . • . 1}}M,-r 5 }� •'•1 •'• ••'••••'•-• ' •• '- ' '••'••�'-•'. a (6) STALLS ® 9x18.5 .', .'. . 5 STALLS ® 9'x18.5 •'. •'. '•'.'•': O = I '•• ''9 '• moo. RT 19.84' V /� 9 ,•'.•••'.•,•_. '.•••.-••. •• •• ,• •• ,• 91+85 PC 15+82.34 • •L ;. ;•'.•;•'. .: •'. •'. •'. '•'. :'. '•'. '•'. '•'. '•'. '•'. '•'. '•'. '•'. :'. •. • . • . • . •'. •'. RT 12.00' }�/�+ + 9 . . ( ) R30' '. N M . •• . •• .•• . •• 10 STALLS ® 8'x16.5 '. '•'. '•': '•': '•': '•': '•': '•'. '•': '•': '•' '•R10 '. V n 17 -N 12 :18.5 '. ; . ': ' ': '26 : ':: ':. :: 6 5 16+18.74 80';• ;• ;• ;•'. :•:;'•: ;•: ;•:;•'. ;• :;• ;• ;• ; :;• ;• ; :•I: ,'•':;•: ,: LT 15.34' .'. R6 •' 0 VV Lq 8 : .;:':: ':: TWALITY MIDDLE SCHOOL PT 16+46.42 Q I :X Q� RT 12.00' Q ® 90+02.5E4 . • . • . 91+46.12 S 4j Q RT 35.00' RT . 72 '•': :''•:.:'`•;:':•;• .::•'. O QN0+55.20V oy RNaI`p 7. � : •:''• PT 16+46.42 }� ICU LT 12.00' 13 '.TYP.•':•' ': :•'•,. ;.. R6' ' ;'. : : :• :::: ;. :•':. ,(8) STALLS ® 9 x18.5'':: ':. ' :: '• •': '•': '•': 110' / 5 17+58.75 F- : RT 124.45 .a .- m•' :;•' :,:':;•'::'•' 91+13.79 5 / Q O ti RT 107.16' O � 54+67.39 :o' 2 O O 17+39.62 0 ' ~ � R6' : 27' ' ': ' '. •': '•'. ' 8 RT 20.00 5 .::'•';•;• O �- R10 0 0 ♦ RT 22.24 °°• • 1 � � � � co M 20' ALONGcc 6 ^ ad . 72 ADA LOADING ZONE AREA ;.j•:. ;•' :.• p p : 90+55.96• .5. '. 6 � 7 ' ` ` o 'RT 107.68'. _ 12• g I- o 17+58.72 2 54+47.39 g 9 90+03. 1 . 7 20.00' RT 70.45' RT 108.17. 5 : :: 9. '. 19 15 / ° ♦ :.j: : : ;. • 8 .9' VV o MATCHLINE SEE SHEET C2.2 a ° \ ♦ '- •'.!- 111 SW Fifth Ave., Suite 2500 5' WIDE Portland,OR 97204 I 18 I :••'54+05.83 LT 12.00, ♦ • F: 503.274.4681 O: 503.227.3251 / www.kOff.com SHEET LEGEND D KEYNOTES SHEET NOTES - - PROPERTY LINE 1 CONSTRUCT STANDARD CURB 3 21 4" THICK SOLID WHITE STRIPE 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, C6.0 UNLESS NOTED OTHERWISE. CONCRETE SIDEWALK 2 DIRECTIONAL ARROWS 610 22 BIKE PARKING RACKS, SEE LANDSCAPE PLANS a 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, 3 4" THICK WHITE DASHED STRIPE 23 AUTOMATIC CARD READER AND GATE 17 CURB LOCATION IS EVENLY OFFSET FROM ROADWAY C6.0 CENTERLINE. SEE SHEET C2.0 FOR ROADWAY ALIGNMENT STANDARD ASPHALT 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED 24 MATCH TO EXISTING ASPHALT PLAN. k e y p I a n PAVEMENT - HEAVY DUTY 6•o OTHERWISE. U25 NOT USED 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND 5 LIGHT POLE - SEE ELECTRICAL PLANS. INFORMATION. phase BID & PERMIT STANDARD ASPHALT 26 SOFT SURFACE PATH, SEE LANDSCAPE PLANS W KOMPAVEMENT - MEDIUM DUTY 6.0 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) 16 �1 4. SEE SHEET Co.01 FOR ADDITIONAL CONSTRUCTION NOTES. 27 TABLE TOP SIDEWALK rn 7 ACCESSIBLE PASSENGER LOADING ZONE AREA 6 o �z1 6 3 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA date FEBRUARY 8, 2019 cel �71 28 VEHICULAR CONCRETE PAVEMENT 60 PAVING LAYOUT INFORMATION. STANDARD ASPHALT 8 INSTALL ADA PARKING STRIPING C) PAVEMENT - LIGHT DUTY 6 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME revisions o co 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY, PLAZA, FRAMES AND AREAS OF WORK. ° °° • ° °° • o ° ° °° , ° AND LANDSCAPE AREAS. °° • ° °° • ° °° • o °° • o°° • ° °° 7. SEE SHEET C2.6 FOR SIGNING AND CURB PAINT O °°° • °°° • o°° • o °° • a °° • ° GRAVEL PAD PER SEPARATE PACKAGE 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. p �1 Q 11 FLUSH CURB C6.0 U MILL AND OVERLAY 3 1 . C6.3 12 CAST IN PLACE CONCRETE RETAINING WALL, SEE SHEET g C3.6 FOR WALL PROFILE 13 TYPICAL PARKING STALL STRIPING p Q e a VEHICULAR CONCRETE a PAVEMENT 14 TYPICAL COMPACT STALL STRIPING N - - - - - - EASEMENT LINE �81 6.0 project# 16055 15 CROSSWALK STRIPING co 13 SITE PLAN CD EMERGENCY VEHICLE 16 CURB RAMP, TYPE 1 6.0 C=) C.0 HAMMERHEAD 17 CURB RAMP, TYPE 2co C 0 15 �� 18 CURB RAMP, TYPE 3 6.0 MV 19 CONCRETE CROSSWALK PANEL, WIDTH AS SHOWN C6.o SCALE 1 INCH = 20 FEET C2ml rn� oZ 20 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING cV W 20 0 20 40 CO J_ C14 d •'! '.' VVVV MATCHLINE SEE SHEET C2.1 I13 .TYP.'. ,•'. ,•'. ,•'. 8 R10' 72' • :'. :'. '•'. '•'.'(7) STALLS ® 8'x16.5';•'.,:'.,:'. ;•'.;•'.,'•'.:'•'.: 18+25.18 J 17' 12 . .18.5 R10' RT 124.58. 5 :•:f:::.:::.: : (gyp 56' '•'. ;•'. '•'. ;•'. '•'. ;•'. ,•'. '•'. ;•'. ' . ;•' ° 6' WIDE 5 ::�:.• •:.j::• •:.7:.• ::'�': ,:: '.' VwVV 3 17 54+05.92 LO g RT 20.00' 53+55.06 200+00.32 `D . ,8 , 5 0 TR 5 LT 22.32' o RT 17.93' e; •'• .�".•;•'.•;;'. 1 PT 53+57.33 RETAINING WALL A 12 cO 14 TYp RT 18.42' 18+25.16 5 RT 70.58' r� o 200+00 - ` • IC + PC 53+48.72 ° I I B I LT 12.00'° �. ;. ■ � PC 53+27.20 '�' • 1 � LT 12.00' PC 53+19.13 R150' Dull Olson Weekes - IBI Group LT 12.09' a ` 1 a � , � Architects, Inc. r RIGHT F WAY IMPROVE ENTS ° APPROVED UNDER SEPARATE 907 SW Stark Street Portland OR 97205 USA P MIT tel 503 226 6950 fax 503 273 9192 53+01.52 Q www.dowa-ibigroup.com www.ibigroup.com 5 TRO LT 18.07 �QP / PC 53+24.44 TWALITY MIDDtE SCHOOL 19+43.51 1 RT 13.01 5 RT 86.18' PC 52+63.24 1 MATCH EX CURB .;•�;•:.::•:..: LT 12.62' 19+43.50 V�l I MATCH EX CURB 5 RT 60.18' o 200+14.69 24 ° 19+43.49 . ovo7i e LT 54.45' S RT 34.18' �� N�1�ED PROFESS y I • :rho \5 �e1Ne� �O I \C 79701 PE 9 9l I ° • ' • .',•..' ••.' •'.' DIGITALLY SIGNED .•2' . :. ' :• . :•• o � � PC 52+63.06 6 � 7 ■ OREGON 52+09.81 7 RT 11.28' :6 72 LT 17.59' S r} MATCH EX CURB + �` • EXPIRATION DATE: U/Jl/f9 O ° ° ❑9 15 19 6. TR -.'o - • • - 19+42.48 5 18 6' WIDE TEivLr ® TF w .�x� ,.,. RT 21.91' ■ 19+48.54 ° Q PT 51+73.12 S LT 12.00' LT 11.73' y/ 6' WIDE R 0 / = 24 19+48.54 17 +V MATCH EX CURB RT 12.00' f , PC 19+56.88 / PT 51+72.17 LT 11.70' ■ RT 11.72' 28 R50 a MATCH EX CURB 19+64.37 PC 51+64.71 R 3 LT 11.60' 34' o P/ RT 10.59' la R10' ,y PC 51+63.24 ti 5' WIDE R RT 11.61' oo ::1'., '.,'•' PT 19+77.75 ® 51+48.99 16 � LT 10.07' RT 12.66' N : V vvvvvv 1 ■ -1'�^ I 9 Ro v) ° 71+63.26 / O GOAL POST vvvv\ SIM. 5' WIDE 11 o RT 37.57' 0 VVVV\j/ 71+51.29 16 ° 1 LT 22.50' vvvvvv 0 8 1 : �': '•'. '•' ICV 0 + r o ♦� 50+90.52 5 ° 71+46.92 2?S' ❑g O LT 15.89 o LT 24.90' 5 N o yR° Q. . �(^� ti RT 24.13 9 - ' V J _ 71+46.21 IL-1 + PT 50+78.09 (� 225, 5 PC 50+77.52 '� RT 15.00' O LT 15.00' �O R10' 1 " 6 °ICVco CU r s' WIDE 1 17 70+34.72 425. 1 R20' 11 LT 20.03' o Qj xo 1 0 •j 1 / > R .° � ICV Q O ti 0 �0 R10' a �^ . I 5 20+78.61 ° ` ' 1 O �O xp 75. R15 ° j ...1.1 LT 11.77 ti ct K)ed vvvvvvv Rib XX7 El ■ .� 50-00 19 cnVVV A ,po � U) I d- �o>• "' 15 71+07.08 23 `�"' / LO L0 tic) � �- RT 42.50' Q :••'�s .-- �-: v= ■1- 250 a eaE a • -e _ °- a 6 n n �. eP •° n n •a 6a / 251+251+09.07 j o - / WVL I, O - �- - I 6' WIDE MATCHLINESEE SHEET C2.3_ - - - _ - - - - - - - - - 70+21.81 16 12 RETAINING WALL B ( I 21+39.15 / �/ 111 sw Flan Ave.,97204 supe zsoo \ 1 I RT 14.79' ' I Portland, 27 3251 O: 503.227.3251 F: 503.274.4681 \ M / www.kpff.com L� O SHEET LEGEND D KEYNOTES SHEET NOTES PROPERTY LINE 1 CONSTRUCT STANDARD CURB C6.0 21 4" THICK SOLID WHITE STRIPE 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, DJ 11 UNLESS NOTED OTHERWISE. CONCRETE SIDEWALK 2 DIRECTIONAL ARROWS 22 BIKE PARKING RACKS, SEE LANDSCAPE PLANS 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, �J 3 4" THICK WHITE DASHED STRIPE 23 AUTOMATIC CARD READER AND GATE 160 CURB LOCATION IS EVENLY OFFSET FROM ROADWAY \11K'zCENTERLINE. SEE SHEET C2.0 FOR ROADWAY ALIGNMENT STANDARD ASPHALT 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED 24 MATCH TO EXISTING ASPHALT PLAN. k e y p I a n PAVEMENT - HEAVY DUTY 6.0 OTHERWISE. *_ 25 NOT USED 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND � 5 LIGHT POLE - SEE ELECTRICAL PLANS. INFORMATION. phase BID & PERMIT 0 STANDARD ASPHALT 26 SOFT SURFACE PATH, SEE LANDSCAPE PLANS LJ 6.0 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. PAVEMENT - MEDIUM DUTY 1 27 TABLE TOP SIDEWALK 7 ACCESSIBLE PASSENGER LOADING ZONE AREA 6 p 2 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA date FEBRUARY 8, 2019 28 VEHICULAR CONCRETE PAVEMENT PAVING LAYOUT INFORMATION. M STANDARD ASPHALT 8 INSTALL ADA PARKING STRIPING 7 0 0o PAVEMENT - LIGHT DUTY 60 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME IeVISI0f1S 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY, PLAZA, FRAMES AND AREAS OF WORK. AND LANDSCAPE AREAS. °° e° °° ' °°° ' °°° ' ° °° ' ° °° 7. SEE SHEET C2.6 FOR SIGNING AND CURB PAINT O • ° ° • °°° • ° °° • ° °° • °°° • ° GRAVEL PAD PER SEPARATE PACKAGE 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. Q 11 FLUSH CURB 6.0 U MILL AND OVERLAY 6.3 12 CAST IN PLACE CONCRETE RETAINING WALL, SEE SHEET C3.6 FOR WALL PROFILE 7 Q a o VEHICULAR CONCRETE 60 13 TYPICAL PARKING STALL STRIPING PAVEMENT 14 TYPICAL COMPACT STALL STRIPING 6.0 project # 16055 ~ 8 N - - - - - - EASEMENT LINE 15 CROSSWALK STRIPING 0 o EMERGENCY VEHICLE 16 CURB RAMP, TYPE 1 Cn 13 SITE PLAN �co HAMMERHEAD 14 6.0 a� 17 CURB RAMP, TYPE 2 6.0 LOC:) 18 CURB RAMP, TYPE 3C2m2 C 0 riU 19 CONCRETE CROSSWALK PANEL, WIDTH AS SHOWN 60 SCALE 1 INCH = 20 FEET oZ 20 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING N LLI (n-j20 0 20 40 N LL /I o - - MATCHLINE SEE SHEET C2.2ATCHLINE SEE SHEET C2.5- 1111111■ � � � � � � I� ■� � � � � � � IIIIIIIIIII■ � � � � � � � � � � � ��� E74 - - - - - - - - - - - - - e TIE INTO ° - - I 21+39.15 / �■..�� 1 EXISTING Q I / TYP. 14 CURB 24 HB RD e / ❑ (6) STALLS ® 8'x165' � R28' R28' / TIE INTO Bo�s �B E ❑ _ - - 82+58.24 5 1 1 CURB NG - -- - - - B- ° - - - - - - - RD LT 32.55' , RD 3' 3 5 82+58.20 / RT 35.05' / :•18 5' 13' 13' 00 / • y . -82+12.10S LT 34.89' + .� 82+10.72 \ \ / / / ® .,;• . ;• . ;• 5 RT 33.03' �� / Dull Olson Weekes - IBI Group a . .casco . ,• . \ P N J \ �� / Architects, Inc. cv V) V / ° o l Street PortlandOR 97205 / U tel03 226 6 50fax503 273 9192 00 MBo R6' www.dowa-ibigroup.com www.ibigroup.com RD R6> e% PRE-K / DISTRICT BUILDING / U / 0 U _ D R6° R6' ffl79701PE .1) OF ovo7iis °CO : 18 ; :::. : : 9l / I P I 6 �.q 5 81+55.81 DIGITALLY SIGNED .• •t ? � rn "o'.•• • • RT 33.54' OREGON _ � � \ RD .o �U� 1D 1�C� Q \ \ 7 81+03.84 13 TYP. i ��� MARKD��� \ \ LT 34.50' S \ 8S ' \ \ EXPIRATION DATE: 1?/311/19 \ ° . ICV ^O HB } ® •k. ,Lj V• • R28' rp � ••'1 L Z \ I ♦ RD �O N RD ❑ L- I 10 80+30.54 ® LT 34.50' S RD :::• . �. ■ ■ ICV 4 IOEC 0 co :� 5 80+43.87 ICV I / 9 RT 32.94' 0 ICV o OICV I O I N \ e 6O V CV RD° �O 80+19.00 W RT 31.50' 0 C- O _ - t 80+10.00 }� RT 13.00' ICU ICU z i i= � I al I li li li I t 1 LIa a.. o TETHERBALL e ■ - - - II !iiI!i_iI�' �!li!ii! l!ilill!I II 11 H o 0 • lihil�il) Illill Illil,�llilll III ti ° - .I illllll I i iiliilii 9 i li II ii - ° TETHERBALL � III il : I _ L co � � � il!illil!il i PU1Yil iiliiliilijiiji U-) �O � TDOORo 1. L l iilliliil ill) I liilii l iiiiili!ii!i . a ° TETHERBALL r ITT r • I I � i!iXN� I II I ill�lil!il liliiliilli' e1 ii i1T111111il I liilii!i�l I I • d 111 SW Fifth Ave., Suite 2500 TEMPLETON ELEMENTARY SCHOOL Portland,OR97204 3251 O: 503.227.3251 �1 F: 503.274.4681 i www.koff.com C� SHEET LEGEND D KEYNOTES SHEET NOTES PROPERTY LINE 1 CONSTRUCT STANDARD CURB C 21 4" THICK SOLID WHITE STRIPE 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, UNLESS NOTED OTHERWISE. CONCRETE SIDEWALK 2 DIRECTIONAL ARROWS 11 22 BIKE PARKING RACKS, SEE LANDSCAPE PLANS a 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, 9 3 4" THICK WHITE DASHED STRIPE 23 AUTOMATIC CARD READER AND GATE 6 CURB LOCATION IS EVENLY OFFSET FROM ROADWAY CENTERLINE. SEE SHEET C2.0 FOR ROADWAY ALIGNMENT r STANDARD ASPHALT 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED 24 MATCH TO EXISTING ASPHALT PLAN. k e y p I a n ° PAVEMENT - HEAVY DUTY 6.0 OTHERWISE. y" 25 NOT USED 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND 5 LIGHT POLE - SEE ELECTRICAL PLANS. INFORMATION. phase BID & PERMIT STANDARD ASPHALT 26 SOFT SURFACE PATH, SEE LANDSCAPE PLANS MOMM W PAVEMENT - MEDIUM DUTY 6.0 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) �11 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. 16 27 TABLE TOP SIDEWALK U) 7 ACCESSIBLE PASSENGER LOADING ZONE AREA C6.0 (7) 3 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA date FEBRUARY 8, 2019 6 28 VEHICULAR CONCRETE PAVEMENT 0 PAVING LAYOUT INFORMATION. M STANDARD ASPHALT 8 INSTALL ADA PARKING STRIPING 0 C) PAVEMENT - LIGHT DUTY 60 6. SEE ARCHITECTURAL DRAWINGS FOR AL PHASING TIME revisions � 9 SEE LANDSCAPE DRAWINGS FOR AL PLAY, PLAZA, FRAMES AND AREAS OF WORK. AND LANDSCAPE AREAS. °° • °° • °° • °° • °° • 7. SEE SHEET C2.6 FOR SIGNING AND CURB PAINT ° • o°° • o°° °°O GRAVEL PAD PER SEPARATE PACKAGE 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. a Q �1 Q11 FLUSH CURB 6.0 U MILL AND OVERLAY 3 N 6.3 12 CAST IN PLACE CONCRETE RETAINING WALL, SEE SHEET C3.6 FOR WALL PROFILE 2 13 TYPICAL PARKING STALL STRIPING Q e a VEHICULAR CONCRETE 6.0 �71 ° PAVEMENT 14 TYPICAL COMPACT STALL STRIPING 0 project # 116055 F- d) - - - - - - EASEMENT LINE 15 CROSSWALK STRIPING �81 M 13 SITE PLAN CD - - EMERGENCY VEHICLE 16 CURB RAMP, TYPE 1 6.0 C1� HAMMERHEAD 17 CURB RAMP, TYPE 2 1 0 cfl Cf) 18 CURB RAMP, TYPE 3 15 6.0 U 19 CONCRETE CROSSWALK PANEL, WIDTH AS SHOWN 60 SCALE 1 INCH = 20 FEET C2m3 rn� oZ 20 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING N W 20 0 20 40 CO J 04 II - - - - - - � I o _ _ 19 ROAD A ML I- - -S W I N EZ ST - - - - 1, 11+70.99 LT 23.02 I 5 ROAD A ,� - 10+31.66 LT 21.49' 20 ROAD A O Q 12+78.42 LT 26.60' L_ - - - - - , - I _ `� I 'C Z ROAD A 10+00 11+00 - - - 12+00- - - 2 13+06.96 RT 12.21' = �� ROAD A m 12 13+62.07' 0 56+85.71CID ROAD A I 14 13+21.93 I B I • c c #� C c c c c c c c c c c c c c c c 4 c c c 4 ROAD A 17 13+17.67 RT 12.15' 13x --- ROAD A , Op I g I 12+49.34 RT 2 .48' 21 00 ( Dull Olson Weekes - IBI Group I g ( xGO Architects, Inc. E h� 8 e 5 . �2 ROAD B / 16 56+60.71 RT 15.66' \ 907 SW Stark Street Portland OR 97205 USA `o m I / !6X00 p lel 503 273 9192 www dowasibig5oup.com fwww bax 3group.crom 90+00 91+00 91+85 / 1 ROAD B • \ 55+49.83 RT 22.27 ° 00 0797 PROF 02/07/19 �h" 1 ROAD B / °� FSS54+99.17 RT 21.66' . / 1 x OQ e F /y901 PEN l ROAD B \ / DIGITALLY SIGNED 0 54+22.40 LT 14.85'0. 17 // \oo \ OREGON • /.�x \ ,o ���. f0.too, O - _ 0 I 10 9 9 3 ROAD B 54+57.27 RT 32.10' • \ \"/ o 1 ROAD B > O EXPIRATION DATE: It'"ROAD B • / - - 53+� 54+20.23 RT 21.47' 0 LT 15.07' 22 � � �o ROAD B `9 C 53+49.17 LT 13.50' 4 / / 2 ROAD B 20 53+84.95 RT 21.25' \ / 4° TWALITY MIDDLE SCHOOL + / 1 ROAD B oxo \ \ O o w 53+55.53 RT 19.75' �' \ o Q I 5 oN</r ROAD B a� 53+48.03 LT 13.50' 16 o ROAD >� ,�•yxT 18+82.62' 14 13 / 12 ROAD B ROAD A 2 19+40.37' 53+19.11' J (S • ^fix U) $ 15 ROAD B 0 \ + I 52+46.31' ROAD A • / 19+48.79' 13 12 ROAD A cR T;�.® I x 19+40.63' C O ROAD A 12 19+64.24' / _ 0 N Oct lO 2 ROAD A b - - O V ti I o 19+39.62' ° T r n im x �+ ' t "Nry e + 12 ROAD A 0 °,` (� N 19+58.13' o ca 0 12 ROAD C C + I 71+42.83' d �+1 (a ROAD 800 12 I + • -Y - , � Q O ti 50+77.52' _ - r ROAD B 50+33.44 LT 16.91' 5 4 I ()� �/ �. 1 1q_" � O M M - - 50+00 F ROAD C e C• / 3 00, CD LO � / 12 70+97.81' ROAD A 9 N / ROAD A �/ / :� •7 SW MURDOCK ST - 12 ROAD C 21+30.00 RT 12.57 2 4 21+28.86 LT 19.54' �� ROAD B 6 70+56.35 °- 50+75.14 RT _. ROAD C ROAD A - 1 - - - - _ -o ROAD B 2 70+45.85 LT 16.59' 21+33.03' 12 - - - - - - - - - - _ _ -M _ _ - - - 50+39.70 RT 19.92 2 ( 121+39.15 ROAD A -1 4 ROAD B I I I 12 21+28.45' L- - - - - \ ROAD C50+50.82 RT 31.35 / � > > I 70+24.56' 12 7 I I I � I � �•� - � �� % 111 SW Fifth Ave., Suite 2500 Portland,OR 97204 / \ RD / Y 0: 503.227.3251 X / F:❑ 503.27.com KEYNOTES r I ' www.� �om 1 INSTALL "DROP-OFF" ZONE SIGN (SIGN POSTS SET BACK / / FROM CURB MINIMUM 18") 0 2 INSTALL PEDESTRIAN CROSSING SIGN � 7 / p00 RD 3 INSTALL "PASSENGER LOADING ZONE" SIGN 67 / PRE-K/ DISTRICT BUILDING 4 INSTALL "DO NOT ENTER" SIGN 5 INSTALL "STOP" SIGN C�91 -I- - - ° C. / / k e y p I a n Q � 6 INSTALL "ONE WAY" SIGN 1O - - - / Q e2j7 - �-�_ I--- - w. ULi 7 INSTALL "SERVICE AND DELIVERY VEHICLES ONLY" SIGN ISHEET NOTES phase BID & PERMIT � � � Q \ � 8 INSTALL "BUSES AND SERVICE VEHICLES ONLY" SIGN C2 �� D o 1. IF ROADWAY CURB CURVE INFORMATION IS NOT \ O "III"I I I" \ • / PROVIDED, CURB LOCATION IS EVENLY OFFSET 9 SCHOOL MONUMENT SIGN, SEE ARCHITECTURAL PLANS o FROM ROADWAY CENTERLINE. SEE SHEET C2.0 ENT PLAN. date FEBRUARY 8, 2019 0 10 INSTALL ADA PARKING SIGN C�1 3 r I �" Q h I 4 R R° \ R / / / 12 ROAD D 2. SOEE SHEETWC2.0 FOR AY MADDITIONAL SHEET NOTE 81+31.74 RT 11.41' revisions 11 INSTALL "DISTRICT VEHICLES ONLY SIGN" C2.7 ❑ AND LEGEND INFORMATION. n \ \ / ° ROAD D 5 ❑ . ° 12 • Q 12 RED PAINTED CURB FOR FIRE LANE " 81+14.00 RT 56.72' 3 SEE NOTES,SHEET CO.01 FOR ADDITIONAL CONSTRUCTION 2.7 I I LO I 0 13 WHITE PAINTED CURB FOR DROP OFF ° / °. ROAD D U 14 YELLOW PAINTED CURB FOR BUS LANE I I ❑ ° 12 80+94.00 RT 56.72' 4. SEE ARCHITECTURAL DRAWINGS FOR ALL N°°� PHASING TIME FRAMES AND AREAS OF WORK. rn 15 INSTALL "INTERSECTION LANE CONTROL 1" SIGN 12 i oo a 12 ROAD D RD° �o T 80+77.40 RT 12.34' 16 INSTALL "LEFT TURN ONLY" SIGN 1z5 0) 17 INSTALL "RIGHT TURN ONLY' SIGN 16 I I project# 16055 di 19 INSTALL "INTERSECTION LANE CONTROL 2" SIGN 18 - - - - 04 CV) 19C27 t OVERALL SIGNAGE & CURB 0 20 INSTALL "EXIT SIGN" z 7 I • n��LL M� " " z0 ° ",R� PAINT PLAN a� 21 INSTALL EXCEPT BUS 27 xti 1� oN 22 INSTALL TWO WAY TRAFFIC SIGN C 4 - �j 23 INSTALL LANE ENDS SIGN p 7 �j 13 � rl�l SCALE 1 INCH - 40 FEET CD TEMPLETON ELEMENTARY SCHOOL 110 J_ 9 40 0 40 80 04 LL 2"0 STD GALV PIPE POST 30" + GALV U-BOLT WITH NUTS - . FACE (2 PER SIGN) WHITE LETTERING PARKING SIGN ,yro ON RED BACKGROUND RED LETTERING SECTION ON WHITE BACKGROUND M FIRE O O � � � � LANE BLACK LETTERING TOP EXIT BA WHITE BACKGROUND �1 Uhl �6y I R✓ I *a W6-3 --SIGN NO. R1-1 ARROW TO DESIGNATE LEFT, RIGHT OR BOTH NOTE 1 7 7 Dull Olson Weekes - IBI Group PER MUTCD Architects, Inc. EXIT SIGN WITH ARROW TWO WAY TRAFFIC SIGN O STOP SIGN SIGN POST - SEE C27 NOTE 1 19 SCALE: NTS 1 SCALE: NTS SCALE: NTS NOTES: 907 SW Stark Street Portland OR 97205 USA 1. SIGNS TO BE PLACED ALONG "FIRE LANE" PAINTED CURB. �1 SIDEWALK 01 tel 503 226 6950 fax 503 273 9192 CONFIRM SPACING WITH FIRE MARSHAL. www.dowa-ibigroup.00m www.ibigroup.00m _1I H -_ 30" 5 FIRE LANE SIGN _ - NOTE z SCALE: NTS NOTE 2 I I="= ONETYPE A- LANDSCAPE TYPE B- SIDEWALK ���Ep PROFESS ova7ns NOTES: �� 79701 PE 9 9l 1. 2" ID GALVANIZED STANDARD STEEL PIPE WITH CLOSED WAY 12" TOP (ASTM A120-65). DIGiTALLYSIGNED N " %W7 M 2. 8 DIA. CONCRETE FILLED POST HOLE. 30" 1 SIGN POST EXPIRATION DATE: 9/!i/19 ON LY INTERNATIONAL SCALE: NTS EXCEPT BUS 8" � SYMBOL OF ACCESSIBILITY R3910V R3-5L 31 -0119 EXCEPT BUS SIGN LEFT TURN ONLY SIGN 1 O ONE WAY SIGN 1s" PASSENGER 2� SCALE: NTS 1 � SCALE: NTS SCALE: NTS LOADING WHITE LETTERING • 30" 12 ZONE ON BLUE • BACKGROUND 1 }+ SIGN POST - SEE C2 7 V SERVICE "L ANDACCESSIBLE PASSENGER LOADING ZONE SIGN DELIVERY BLACK LETTERING 00 SCALE: NTS ON WHITE Q VEHICLES BACKGROUND O ONLY ONLY c N PEDESTRIAN CROSSING SIGN U R3-5R SCALE: NTS ^ 0 v♦ }+ -2 co SERVICE AND 16 RIGHT TURN ONLY SIGN 11 DELIVERY VEHICLES ONLY SIGN " a� SCALE: NTS SCALE: NTS 30" 12 Q O ti s O "4- RESERVED � � co 12" 3 odM PARKING C 3 � COC = 30"� NOT BLACK LETTERING DISTRIC —ON WHITE BUSES SIGN N0. R5-1 PE BACKGROUND PER MUTCD AND VEHICLES SERVICE BLACK LETTERINGENTER ONLY I„1 ON WHITE 111 SW Fifth Ave., Suite 2500 VEHICLES BACKGROUND Portland,OR 97204 0: 503.227.32513251 F: 503.274.4681 www.kpff.com N LY N L ONLY ARROW TO DESIGNATE LEFT, RIGHT OR BOTH R3-81 SIGN POST - SEE BUSES AND SIGN POST - SEE C2 7 7 DO NOT ENTER SIGN 1 7 SCALE: NTS INTERSECTION LANE CONTROL SIGN 1 1 2 SERVICE VEHICLES ONLY SIGN 3 DISTRICT PARKING ONLY ZONE SIGN SCALE: NTS � SCALE: NTS SCALE: NTS k e y p l a n o ' 112"----1 � � phase BID & PERMIT \ RESERVED PARKING \ WHITE LETTERING PARKING date FEBRUARY 8, 2019 SIGN N0. R7-8 ON RED M 30" �6 18" PER MUTCD BACKGROUND �, RED LETTERING revisions BACKGROUND Q � / / -- ATTACH SIGN N0. PARENT R7-8P ACCESSIBLE WHERE APPLICABLE 18" DROP-OFF U C/) NOTE 1 ' LANE BLACK LETTERING 5' � WHEELCHAIR -- ATTACH SIGN No. ON WHITE � ONLY N L � � USER ONLY /OR7-8C BACKGROUND \ WHERE APPLICABLE \ /�7�C project # 16055 ° NOTES• �, R3-8 --SIGN N0. W4-2 1' - _ _ 1. 2" ID GALVANIZED STANDARD OVERALL SIGNAGE LAYOUT o PER MUTCD = — NOTE 2 STEEL PIPE WITH CLOSED TOP ARROW TO DESIGNATE LEFT, RIGHT OR BOTH �� — (ASTM A120-65). DETAILS No g" W -i I I— 2 8" DIA. CONCRETE FILLED POST C2,7 o —" I i SIGN POST - SEE 6!_N1 HOLE. C2m7 M� ADA PARKING SIGN PARENT DROP-OFF LANE SIGN 18 INTERSECTION LANE CONTROL SIGN 2 13 LANE ENDS SIGN R oZ SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS CV ty j C_p J C14 TRO � _ MEN MEN MEN m m _ _ _ _ _ _ _ _ _ MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN SEES MEN MER MEN EEM MEN MEN MEN MEN MEN MEN _ MEN MEN MEN MEN MEN � O / ME T. L-.L (000 ' \N \, , ; L- SW N Ez ST - - C3 . 1 ' C3 . 4 ' I \ I \ \ r \ \ \ \ \ \ \ N I I J I / 10+00 / \ 1 \ 1 11+N0�\ \ i 11 +00 / // �—I\N ,�2cti�p 1 a0 13+0 / 2 \ \ REFER TO LANDSCAPE PLANS I I I 1 \ \ \ 1 / / FOR LAYOUT OF PATHWAY o I I /1 I / / I I �. I 1 1/ I / / // / / / / I I j \ O II II I I I I 1 I I \ I ^ v 2SO y lI \ I �I \ �1 Tie I B — / NO CIVIL SCOPE IN / / // // // / Dull Olson Weekes - IBI Group THIS PACKAGE Architects, Inc. 907 SW Stark Street Portland OR 97205 USA 0 3( 1 1 tel 503 226 6950 fax 503 273 9 192 + j www.dowa-ibisroup•com www.ibisroupcom LO °'" ffl797 IPNRo 2i o 7s O 01 IHII P �DUIG!ITMAALLYSIG N ED oo Y. RdNlo 7 o l I I I l l l 1 / //� l • / / I °" / O / // /l////// EXPIRATION DATE: IXI" �/V///// SWPEMBROOKI Ill l I l / / / T / // / / �- - - -/= - - - - - - - - - - - - - - - - / T I T— , � rr� , - - - - - - - - - - - — 1 / - - - +- - , - - - - - - — ,/i , — / , // STREET � , / / l i / I l /rte / / lha f/ 1• l i / / /' / C3 * 5 TWALITY MIDDLE SCHOOL _ _ ( / C3 . 2 / ° 1 — — J / /�/ //// /// // / / / / / / / I NO CIVIL SCOPE IN / - - - - - - ' - '- - _ }+ THIS PACKAGE / Y 1 / // / ooI / // / �W TCn I / / III / / / / / / _ LU 111 / o 2 rnI'0D } O N I \ o Cf rn Of + / / l I I// / / I I TEMPORARY GRAVEL I V Q \ \� / I o / / // / // / / / PARKING LOT APPROVED � _ \ / \ Q // / / I // / � / I —�--- UNDER SEPARATE PERMIT I � I ♦--•+ Co OL) � \ \ / I/ // / / / /✓/ / MIME \o - /° \ — — 0 r0-- 11�- / I 1 egnLo \ , I 1 LO co ( 50+00 ^rn F M7 F1 A SW MURDOCK/ ' I \ N 1 LA� STREET \ T o - - - T- - - ` - �� - iLn - - - - - - - - EME MEN MEN mm mmm(m Mon ME mm mom mm r,0 �� I / �MEN MEN MEN MEN MEN � � `\ / �MEN MEN MEN MEN MEN MEN MEN EME MEN MEN 26 /\,\\ \ % // 111 SIN Fifth Ave., Suite 2500 Portland, OR 97204 P° V I / / / III / 0: 503.227.3251 RDCV/ 3 • V / / / I/ I� / �� F: 503.274.4681 w .koffxom w / oH 00 PRE-K/ DISTRICT BUILDING I 7r- -7- b - _ '/ — // / k e y p l a n rRD phase P BID & PERMIT MEN f / / , - / �/ _ _ date FEBRUARY 8, 2019 I i ) ) / / /� / ✓ / MCIRRI RR, / / / ° CN CD revisions / / f / — — I d \ � I - � � /� i // • ��- - --265- o I // -/ °ft-- °� / / ��/ II / / /// / co I ,,� SHEET NOTES — v I ',�r I p "' ' ; Q 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCEproject # 16055 ONLY. - - - - vv / 1 / /1 / / � - / l Ir , / / / / / Cy 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% � / � I / / / ,. //� / I / /r / y l/ / / / p / 1 / M / ' // / / / / �� / / - GRADING PLAN - OVERALL o IN ANY DIRECTION. /'ice^ '/ ! •�r �\Y » / /� (/� / (/ i j (.04 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA cfl ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES �� I / //'/ _ / �' / / / l l/l I �/I �� / l // / i /✓ // / I// I I / A\ �p (ADAAG). / s 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME I / // ti¢ �% // / L I / / / / / / / I / rnV C3mO FRAMES AND AREAS OF WORK. I /ii/�//� /' //\ \ % i260'��h " 5�� l I �/1 �/ / // /' I ///l I \\ l \ SCALE I � ti I I/ , / \ \ 1 INCH = 40 FEET C=) I TEMPLETON ELEMENTARY SCHOOL Av„ / --% /i //' / i ��' I 1i1� I /'j / ,/ �' / / I) A �: C'4 L. MEN EMEiEmEMEEMEEMEEME .r/ T a� L/ �r r� I d..l / / \ \ I 40 0 40 80 / / 1 I IJ I 11 � / /��� // / /' / / V % r a / C14LL � I I 1 ' TRo WI� WSW Tn - - 1 / \ l I I SW NEZ ST o 284.36 TP \ \ \ \ \\ \ - \ \ 1 \ 1 1 284.72 TP I ✓R I r w 1 I \ \ / Dull Olson Weekes - IBI Group 304.30 TPI 303.81 TC / \ \ I ! I / \ \ \ \ \ \ \ Architects, Inc. 303.31 TP \ \ \ I 1 I I 291.01 TC / / 285.21 TC 8 I / \ \ / I / / I 290.51 TP / 1 - `� 284.71 TP ?O \ \ \ I\ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 I \/ \ 1 \ \ \ 1 I I / 8\•287.87 TC 286 \ I 2+00 / / / / I 1 ,286.04 TC ?8 ?8 \ \ -\ \ \ \ 907 SW Stark Street Portland OR 97205 USA 10+00 \ \ / Fes(\ I o I ?g o0 9 287.37 TP �285.54 TP ? �7 ?fig \?>8\\ \?j\\ \ ?) \ \\ w tel 503 226 6950 fax 503 273 9192 I I \N� -\�- 1--p\ ro v -M N 1 rn C� \ \ \ \ 8 \ \ www.dowa-ibigroup.com www.ibigroup.com o \ o � o o \ o, o, o, o, o, / / � I I I I I M I \ M \ M� / M\ n�j \ N N N I N / / N / t°� / / N � t�� � N 287ft� \� \\ \ - \ \\ I \ \ \ 13Q s.sq / / / +w +1 \ \ \ 303.72 TC 2.9% ;° 0 1 1 I I 304.22 TPI 303.22 TP 1 I \ I / / / I I I 285.49 TC sr ? \ \ 1 r \ \ \ \ \ + I I II I o \�\ \I 1 ./ 1 / / / / / / 291.00 TC I I I \ I 284.99 TP tc 303.60 FG I ) \\ g 5q, !� 296.30 FG ( 293.11 FG / 1 \ \ �' ? / j \ \ \ \ o I l / . / 290.50 TP I \ 287.47 TC 284.85 TC d� _ y \ \ \ I oz/o7ns I i I 299.27 BW �P-4 I I 3.8% b` I 1 I 1 \ 286.97 TP \ .284.35 TP \ \ sj of 294.57 BW o 293.00 BW / \ C3.8 I l I V\`����DI NOF�s o R 1 \ I I I \ F ti9 1 I I I I I \l / I I 294.07 TC I I I \ \ I 284.17 TW ey O / l `L 297.43 TC 294.19 TC / / /n b / I 79701 IE 9 l I 296.93 TP \ / 293.69 TP 1 290.55 T \ / / I x DIGITALLYSIGNED / ! I / I i l / / I 293.57 TP / I / I 290.5 TP I 290.12 TC \ \ I �284.1�3 BW 1 N / / I I I 289.62 TP \ \ Q' d+� �'' c 284.00 RIM N. I / / ry / / / / / / I ! 1 I 290.14 TC 284.09 BW 297.62 TC / / l 1 / ( _ \ \ l I I / 289.64 TP 1 \ \ / 289.48 FG / N 297.12 TP / / / / I / // - \ \ \ \ / / / 1 \ / 274.31 BW 9R �^\ / / / _ EXPIRATION DATE: I I / / // / h /��I ° I I / // o \ \ \ �tV / �O 289.50 TC // / 3 �ry 2180 \0 / / z I / / / / / tiP) / tb - \ \ \ ti \ N I 28s.no TP // 8 Sx 1 z I / / / \ o, / �' \ \ \ ° \ / o' `� I 1 / 2j / ti• // / 275.33 TC 275.83 TP / 1 z /f \ \ 289.78 TP I \ g 1 / / / �/ / // \/ \> I \\ \\ \\\ \\ \I\ / I / \ \\ \ \ \ 289.10 TC / I 285.50 FG \ 0 1 \ \ 294.75 TC 292.74 TC 292.35 TC 289.92 TC I /\ \ \ \ \ / 288.60 TP 274.51 BW 295.36 TC \ W I 1 \ 294.25 TP 292.24 TP \ 291.85 TP 289.42 TP I - e o 1 1 294.86 TP 288.64 TC \ 288.14 TP 274.60 TC 3 \ 274.10 RIM 274.10 TP Z c I I 1 /I // ` / // / \ /\ �� \ \ \\ / 289.23 TCI // \ / _ 289.50 FG / 275.97 TC o 1 1 288.73 TP 1 / / 275.47 TP / I 289.50 FG 1 0l / I I � � \\ 1 294.54 TC 292.54 TC \ 292.17 TC 290.14 TC I 309 / _ / / 274.10 RIM I 294.04 TP 292.04 TP / 291.67 TP /289.64 TP \ + / / I I M 1 / / 294.63 TC I \ / / / / / I \ I \ / / 5 / / / / / 1 0 \ ' l 1 / I 274.24 TC 294.13 TP I I / / / / / / / / / \ I 288.29 TC / / / O a 49 11!3% I/ /I I \\ I `/ // / 11 I,/ \I i 287.79 TP 3 / / / \I �\ / // / / / 273.74 TP /' / V_ \ / / / / 274.50 TC I I ) I / I '� 274.00 TP L. 29036 TC. // / l / // // l 275.20 RIM 274.02 TC / 1 I / 289.86 TP / I / // FFE=290.001 // - - � � / , , -' //' 273.52 TP /, M of 293.28 TC 290.33 TC / / / / / - - - - / , - / O I / 293.84 TC / 292.78 TP / 2/89.83 TP 3 274.50 FG / \293.34 TP . 289.92 TC -289.42 TP 274.25 TP \ / / N N VN 3 0 O TC TC 275.0 293.07 TC / / 290.47 TC / 1 /' 9, \ / 1 \ 273.83 TP 274.50 TP / 1 7 0 289.60 TC 1 I \ / 292.57 TP // / 289.97 TP / \ 289.10 TP 1 I \ FFE=2 7 5.00 / / V O / ICn 'P-' 2 / / / / \ \ 274.50 FG / \ _ 293.17 TC / 2 CD / / / / 8 / / 274.50 FG \ \ / J I / 292.67 TP/ C`8 / -/ 7 274.50 FG ~ 290.06 TC / / / 3 2 \ \ Qj 289.56 TP / > / C Q o ` I T - - f- 7`% /l 4 / 1 5 \ / // / G - O o C3.8/ 1 00 / / 1� d o o I _- -/- -- / / // / • 274.75 TC d 1 _ I M / / / / I / // / 2 / 274.25 TP / / U) 292.06 TC / I I / / / ! ~ 5 1 \ / / 3 t� CD 291.56 TP / / 1 _ / /// 9 \\ I l 274.75 TC I I I / / / // // /// \ / / 274.51 FG 274.25 TP / I /If 293.61 TC I 2^91.83 TC i / / / O /< J / 293.11 TP / I 291.33 TP I / I / / / / / / 7 / 274.03 RIM - - - - - - - - - - - - - - - - - - - - - - - - � - - - - T FFE=290.00 MATCHLINE SEE SHEET C3.2 7 1 h� / / / ♦ / / / // 111 SW Fifth Ave., Suite 2500 3.7%/ / / / /� / O: 503.227.3251 50 / / / Portland,OR 97204 T / / 1 l / Fwww3 of.com1 SHEET LEGEND GRADING LABEL LEGEND O KEY NOTES SHEET NOTES - - - - - GRADE BREAK CALLOUT DESCRIPTION 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE Df - 49 - - -- EX. CONTOUR MINOR BUILDING. ONLY. 7 - - - - -50- - - - - EX. CONTOUR MAJOR Xy GRADING SLOPE AND DIRECTION (DOWNHILL) 2 STRIP TOPSOIL AND PROVIDE EXCAVATION OR FILL AS 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% NEEDED TO ACHIEVE SUBGRADE ELEVATION. PROVIDE IN ANY DIRECTION. 49 CONTOUR MINOR (FG) SPOT ELEVATION STRUCTURAL FILL AS SPECIFIED UNDER BUILDING AND DESCRIPTION LISTED BELOW. PAVEMENTS. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA k e y p I a in 50 CONTOUR MAJOR (FG) NO DESCRIPTION MEANS TP OR TG ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED (ADAAG). - - - - - CATCH LINE ,--XXXX GRADING OF SIDEWALK & PLAZA AREAS. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME phase BID & PERMIT BOT BOTTOM OF POND 4 PROVIDE SMOOTH TRANSITION TO EXISTING SURFACES. FRAMES AND AREAS OF WORK. 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I ff 1 / / / / / 287 286.96 TP ° 3 i / / 907 SW Stark Street Portland OR 97205 USA TRo I / / / / �^� / / tel 503 226 6950 fax 503 273 9192 274.21 TC / / www.dowa-lbigroup.com www.ibigroup.com o / / 273.71 TP 274.50 FG 286.35 TC=286 I 274.45 LP FFE=2 7 5.00'285.85 TP /285.85 TC 274.50 FG 274.50 FG / / / lCV / 85.35 TP 277.16 BW 274.42 RIM / / I ° / 285.84 TC 285.34 TP 274.50 FG / I / P 02/07/19 I I l l 1 1 286.41 TC • / 274.42 RIM / I ffl797 EDROFFSl / I 285.91 TP R 274.50 FG �� / f y �I / / . 274.75 TC / 1 1 F S/q I / 274.25 TPII I 1 274.85 LP j� / / 01 PE I / 285.91 TC 277.16 BW / I FFE=278.00 - 1 y / / / DG�YSIG 285.41 TP / 274.85 TP / /' %W7 277.16 BW \ 273.80 RIM f -2 /� \ - / C3.8 ' 5 ,C ` \ 276.00 BW / EXPIRATION DATE0)) : 1?/31/19 I 1 TR / / \ I I / / Q / ° TE ® \\ Io // ° I I / I °ICV LVLT O / / � / I / / \ I 4 I ► CON, I / 286.62 TC / FFE=286.00' I / / 286.12 TP / \ / / N 285.91 TC 286.00 TP ` - / - / / ,/ \ N N 09° 285.41 TP ,N \~ / 285.87 TC icy \ / P/ 285.37 TP / I / / 286.1 TC - \ / \ \ 286.00 TP 277.98 TP GB o 286.15 TP 285.47 TC/TP o`� � ( I / \ • / I !// ( \\ 285.99 TP 285.78 TP N \ / 286.10 TC I 276.68 TC \ 286.66 TC V 277.46 TP GB - 1 0- 276.18 TP \ / 285.60 TP 277.35 TP I + 286.16 TP � -�2.5�� I a / / I I l v, \ �►� ',- / n / 286.30 TP 277.28 TC 2 276. \ 285.55 TC/TP, L / / 286.18 TC ' N I / ' ' 78 TP I I / 286.02 TP \j� / ' 285.68 TP 5 // I X16 / \ on285.55 TP 285.93 TP/ II I /° GOAL POST \ � \ J / /' Ro / / / \ tv \\ 3.0% 285.63 TP 285.45 TP / / 0 / 1 I / 0 285.58 TP ' 7 / // / 0 Os \\ \ \\ \\\ 3 \ �// 285.40 TP // o� °ICV O II \N \ N 286.73 TC 2�� / ^�� , \, FFE=278.00' O 0 I\ V \ \ 286.23 TP / /� / \ / / / N / 284.95 RIM �( C / -4 I I o- 1 \ \ I ,/ / / 285.79 TC I ���/ / / 285.29 TP 286.00 FG 9 \ I / / �^ O 289 I 1 I �° 2�, / / 1g \ \ / / i V J �' 1 I 291.05 TC\ I Coy- 285.57 RIM // 285.98 TC / 278.00 FG \ \\ \\ O / 1 / 291.28 TC 290.55 TP \ �285.76 RIM 285.48 TP 278.00 RIM I I 2 0 I 1 � \� 290.78 TP O,e9 8 \ 1 �� / I 286.07 TC cv �[ / 1 1 3 '285.91:5 TC 285.57 TP 3�. �� \ \\ 0 I \ / I I 12 I / I 1 C�8 285.48 TP / 1 285.88 TC 277.25 RIM O O1 { \\ \ I (� \ / 294.03 TC I \9' I 1 �� 285.48 TP \2i5.98 TC 285.38 TP / I \ \ \ I > I( 293;53 TP I I �I I ^� I 1 1 2�9 ryoro 0 285.96 TP 277.98 FG �� I \\ \\\ \ O- /' - O d~' , / I II �� ° �� did ) X00 I I I� I // I 287.08 TC \ \ 285.27 RIM / \ 277.10 RIM 277.80 FG / \\ \ \ I _ _ - - ' 286.58 TP / ttiN cc a \ ` - - -_- -_-_- - 289.87 TC ` `� I (" / cn I / I 289.37 TP \ 285.88 TC 6S• \ r \ L � \ \ 2� 6_ _ _ I o i (o � 50+00 \I I \\ 285.38 TP \\ 2 �9 / 279 O _ r`- - - - - N cv \\ --- - - / ' �_ O O ■� N I I 6.0% I I �� CD l' I I I / \ - t \ 285.96 TP B ° - LO Lf) 293.90 TC I \ I I I 290.56 TC \ \288.40 TC \ \ o \-�2j `?'� `� N Ln 4 1 293.40 TP \ \ / \ �" I 290.06 TP _ - - - -\ - / l/ 9 \ N 287.90 TP 1 \ I I 288.14 FG \ \ \\ \\ \ \ 274.22 TC 273.72 TC \ 1 \1 I \ \ \ 273.72 TP w 273.22 TP \ - - - -� - - - - - J - - --_' -il 294.24 FG = _ / - 287.64 BW \ \ \ \ - / / 0 293.59 BW� + �[/ �1� _ _ - _ _ _ - �- - - _ i \ - i / - - - - _ - _ 0 293.97 FG I / - 288.01 TP + % �`- . / 111 SW Fifth Ave., Suite 2500 `b -� - f - - t - f / 292.82 BW ( I ' ° N / / / / /O / / / Portland,OR 97204 0: 503.227.3251 N /• / n�' //�� / `/ c� // nqA� / ��O / F: 503.274.4681 A www.koffcom C� SHEET LEGEND GRADING LABEL LEGEND O KEY NOTES SHEET NOTES -- - - GRADE BREAK CALLOUT DESCRIPTION 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE 49 BUILDING. ONLY.- EX. CONTOUR MINOR - - - - -50- - - - - EX. CONTOUR MAJOR X.X%- GRADING SLOPE AND DIRECTION (DOWNHILL) 2 STRIP TOPSOIL AND PROVIDE EXCAVATION OR FILL AS 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% NEEDED TO ACHIEVE SUBGRADE ELEVATION. PROVIDE IN ANY DIRECTION. 49 CONTOUR MINOR (FG) SPOT ELEVATION STRUCTURAL FILL AS SPECIFIED UNDER BUILDING AND FDESCRIPTION LISTED BELOW. PAVEMENTS. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA k e y p I a n 50 CONTOUR MAJOR (FG) NO DESCRIPTION MEANS TP OR TG ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES rrr����� 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED (ADAAG). - - - - CATCH LINE �XX.XX XX GRADING OF SIDEWALK & PLAZA AREAS. Phase BID & PERMIT BOT BOTTOM OF POND 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME 0 BW BACK OF WALK 4 PROVIDE SMOOTH TRANSITION TO EXISTING SURFACES. FRAMES AND AREAS OF WORK. 0 EG EXISTING GRADE 5 PROVIDE 8-INCH LAYER OF COMPACTED BACKFILL MATERIAL FFE FINISHED FLOOR UNDER BUILDING FLOOR SLABS IN COORDINATION WITH date FEBRUARY 8, 2019 M FL FLOW LINE RADON MITIGATION revisions TION SYSTEM, SEE SPECIFICATIONS 0o HP HIGH POINT NN23 21 13. C.0 LP LOW POINT RIM RIM OF STRUCTURE 6 FINAL GRADING SHOWN. TRANSITION TO EXISTING GRADES AT TC TOP OF CURB 4:1 MAX SLOPES TO ACCOMMODATE PHASING. TG TOP OF GROUND d TP TOP OF PAVEMENT Q r(XXX.X±) EXISTING GRADE (MATCH WHERE APPLICABLE) J Q project # 16055 Cn CD GRADING PLAN 0 aCID 00 N� C3m2 SCALE 1 INCH = 20 FEET C:> Nljj cfl� 20 0 20 40 N LL N - - - - - _ p. - - - - - - - - -- 19 -MATCHLINE SEE SHEET C3.2 - - �- - - �.,- - - - - - �s r� ao / 257- - - _+ - - - - - - - - - - - -� - - - - Y - - c� - a - - - -� - - - - - - - � - - - - - orar - - - - - -/-` -256' - I o w I N / 254 --25 25 - - 263.44 TC 261.85 TC o/ 260.50 TIC / 2260.00 68 V 262.94 TP ( 22�35 TP I N HB RD D D D D \ J - / / 263.80 TC 262.12 TC / 263.30 TP 261.6.2 TP B°B 1B E- - - - - - 260.75 TC /I B- RD L0 / HBI - - - - Rp 2� - / - - 259.50 TP � I II l I N / �1 260.92 TC 260.25 260.42 TP 259.75 TP �� ' C\� ,� Ica IBI NL I NN / / / NN I // / / n NN 1 1 / / 2.0% 0 Dull Olson Weekes -04 IBI Group Architects, Inc. PP icvo 260.65 TC + I 260.15 TP 1� / / i - _ -- - -_ _ - - 907 SW Stark Street Portland OR 97205 USA / Ro tel 503 226 6950 fax 503 273 9192 / RD I y�g // // / / www.dowa-ibigroup.com www.ibigroup.com - PRE-K / DISTRICT BUILDING 260.19 TC / 259.69 TP / I I 258.75 TC/ q 01 / I 258.25 TP / I 260.67 TC �� 1 / 260.17 TP N o = - 02/07/19 o �- L --RD - 259.50 TC h i ED PROF J v / 259.00 TP Sj ti`'`'a % /� - v�5��etHFF���ti l CP 7 h _ 4. 9 / o R / 9 l / / I /259.35 TC ti h� 79701 PE / 7 258.85 TP ti ��^ �..r/DIGITALLYSIG�_ \ RD / N / OREGON �� 4 / / / ���• to to°� o 40 Cv \ NI EXPIRATION DATE: / \ 259.50 TC 259.00 TP HS //� 259.00 TC /� 258.50 TP a Fv vvvu �/ I o m // �� III �/ HB � / V I �� L 258.50 TIC RD RD / 258.00 TP I % °o - -- I / I I 259.84 TC 259.34 TP 258.82 TC a 267 - - - - cD ® / 258.32 TP --1 -266- COcG B �6B - - - - - - 265- - -- - - - -- D ov `CQ 259.50 TC � � � 262.81 TC � 259.00 TP 264 N cN 262.31 TP rn I •�--+ pIC� \ N M / / / / / I I I i i 0Ec263� �° / I / Cn � \ ED Ic+r' � � 267' / � // \ j - � 260.50 TC / ,/ / v'� cv o o Icv - - - - - - -- I / \ - 260.00 TPj / I / 0 4/ 262.33 TC / I / � 261.83 TP 4 I / / / ttD� �A �0 pd /� / �/ I / 04 261.29 TC 260.79 TP N O /y66 / ccs 363 I / / / / / / I /� / q TETFtERBALL / �6L / / / / / •vim Q O ti e e e o 0 0 / / / / / I / 5 / / 10 TET�ERBA�L WIT � � i �� / �/ / �� L M M CC/) / I CU I cc C:) M M 3 / I � C) � O IIETHE�'BALL I I I I 261 ��65 �, LI , 260-- I T N ELEMENTARY SCHOOL - - ; ; 111 SPortland, rtla 3Fifth AOR92204ve., SUite 2500 TEMPLE O I F: 503.274.4681 I I O: 503.227.3251 www.koff.com SHEET LEGEND GRADING LABEL LEGEND O KEY NOTES SHEET NOTES - - - - - - - - - - - GRADE BREAK 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE QJ CALLOUT DESCRIPTION BUILDING. ONLY. 49 -- - EX. CONTOUR MINOR - - - - -50- - - - - EX. CONTOUR MAJOR X.X%- GRADING SLOPE AND DIRECTION (DOWNHILL) 2 STRIP TOPSOIL AND PROVIDE EXCAVATION OR FILL AS 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% p NEEDED TO ACHIEVE SUBGRADE ELEVATION. PROVIDE IN ANY DIRECTION. 49 CONTOUR MINOR (FG) SPOT ELEVATION STRUCTURAL FILL AS SPECIFIED UNDER BUILDING AND DESCRIPTION LISTED BELOW. PAVEMENTS. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA k e y p I a n 50 CONTOUR MAJOR (FG) NO DESCRIPTION MEANS TP OR TG ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES rrrr���� 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED (ADAAG). (D - - - - CATCH LINE FXX.XX XX GRADING OF SIDEWALK & PLAZA AREAS. phase BID & PERMIT � r BOT BOTTOM OF POND 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME BW BACK OF WALK 4 PROVIDE SMOOTH TRANSITION TO EXISTING SURFACES. FRAMES AND AREAS OF WORK. EG EXISTING GRADE FFE FINISHED FLOOR 5 PROVIDE 8-INCH LAYER OF COMPACTED BACKFILL MATERIAL date FEBRUARY 8, 2019 C6 FL FLOW LINE UNDER BUILDING FLOOR SLABS IN COORDINATION WITH C0 HP HIGH POINT SRADON ECTION 23 SYSTEM, SEE SPECIFICATIONS reVISions � LP LOW POINT TC TOP OF CIM OF RB STRUCTURE 6 FINAL GRADING SHOWN. TRANSITION TO EXISTING GRADES AT OJ TG TOP OF GROUND 4:1 MAX SLOPES TO ACCOMMODATE PHASING. d TP TOP OF PAVEMENT Q EXISTING GRADE Cn r(XXX.Xt) (MATCH WHERE APPLICABLE) H J project# 16055 M GRADING PLAN 0 0 �CD a� co� 00 N_it C3m3 MU SCALE 1 INCH = 20 FEET rn� oZ N W 20 0 20 40 N LL 320 320 315315 250.00' NOTE: FENCE ON TOP OF WALL, REFERENCE LANDSCAPE PLANS FOR INFO 310 a 310 J 3 Oz Z J 305 ¢ TOP OF WALL ELEVATION CONCRETE RETAINING WALL - REF. STRUCTURAL PLANS 305 w a o FG TOP OF WALL 302.0 m 0 W J coo EXISTING + 3 + cn GRADE N o a 0 00 N N FG BACK OF WALL ' f EGRADE l'XIS 17W,,; h Y — �1 1 Q 300 �: 300 a F ' 'a: ..: ... l :. .. .. . ... 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N � ¢ Cq ' U r o O N > + N EXISTING — — — f w v Ni GRADE— FG BOW— ° ` O N N ' ^ Q 295 _ _ '..�-. .��. 295 249.3 — 0 \ \ ± 4 RETAINING WALL FOUNDATIONS AND STEPS PER STRUCTURAL PLANS _ C� _CU co _ 290 290 EXISTING — — — 9RADE C�C � Q o ti C ti a) C) 285 285 202+50 203+00 203+50 204+00 204+50 205+00 � d CAST-IN-PLACE RETAINING WALL-A PROFILE 3 "0_ LO o 0 LO SCALE: HORIZ: 1" = 10' VERT: 1" = 5' 315 315 111 SW Fifth Ave.,Suite 2500 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpf.com 109.46' 310 310 m J J 3 LU v 305 a 305 i p z m v~i oo TOP OF WALL ELEVATION a k e I a n tY v o N 293.7 3 Y P d + rn °� M LIJ J 300 M o rn-J c * TOP OF WALL ELEVATION 0 300 J o NN low 293.0 g a coa rn TOP OF WALL ELEVATION aj Phase BID & PERMIT 3- N N 293.0 ? _ LU TOP OF WALL ELEVATION 295 293.3 �o 295 date FEBRUARY 8, 2019 + ^ Cq w 00 M PROPOSED O 04 m C=) � ' ' < FG BACK OF WALL o_ N N reVISI0f1S s TOP OF WALL 77 r , 290 FG BOW — _ — — 290 Q 292.8 FG BOW — — Q 291.2 — N REFERENCE LANDSCAPING FOR RETAINING WALL DETAILS — — — g EXISTING - — — — - — _ _ 285 ' 285 GRADE FG BOW 288.7 FG BOW FG BOW 287,3 287.7 project # 16055 C%7 280 280 0 249+50 250+00 250+50 251+00 251+50 252+00 RETAINING WALL PROFILES �CO CO CAST-IN-PLACE RETAINING WALL-B PROFILE oo� SCALE: HORIZ: 1" = 10' NN VERT: 1" = 5' MU C3m6 rn� oZ N 111 Cn J N LL '► //' 200 GRADING LABEL LEGEND I I ► / 1 / I � 1 / / I CALLOUT DESCRIPTION X"X%� GRADING SLOPE AND DIRECTION (DOWNHILL) 290.89 TP 1 / / / SPOT ELEVATION I I \ 291.08 TIC I \ l / I / / DESCRIPTION LISTED BELOW. 290.58 TP 290.91 TP \ / ( �NO DESCRIPTION MEANS TP OR TG 290.18 TP ► �XX.XX XX 290.68 TP 290.72 TP / 0: I `,�� / 1 BW BACK OF WALK / /// I •°° I I I 290.70 TC/TP / I I l / 289.57 TP\29 EG EXISTING GRADE I I 81 RIM RIM OF STRUCTURE w O 290.79 TC/TP \ 289.51 Tio 8 2 275.73 TC/TP 275.63 TC �s/ I I I x00 290.81 TP \2g8 TC TOP OF CURB _ - - 275.13 TP I /I I I / I I I I I / II 2g oo \ 9g \ TG TOP OF GROUND TP TOP OF PAVEMENT 290.92 TC I / 0 0 ry \ 290.42 TP I / N II \ (MATCH WHERE APPLICABLE) / I B 290.08 TC \ (XXX.X±) EXISTING GRADE • 9yooe' � ^ / 1S I - � a- � 292.39 TC/TP �°k I i i I i // � � I � 289.58 TP ••o • 289.37 TP \\ 275.18 TC 274.68 TP / 292.42 TC/TP / I I I / +� \ 1 1 V / % I I I ► vii26.88 TC � 1 I / ?, - �_� - - �1.5% 289.46 TP a 289.38 TP \ ° 275.17 TC/TP \ I ?s T I 289.45 TC/TP \ 1.0% \ 5 0% - - - �275.79 TC/TP ?�� ; I ' \ I I I - - 1 - - ' - - - SHEET LEGEND Dull Olson Weekes - IBI Group q C \ 292.43 TP I \ X / (275.2f) I ' c+ I I I\�_ \ 288.98 TC/TP \\ i - GRADE BREAK Architects, Inc. 293.09 TC275.83 TC / °0 I \ 292.59 TP / 292.38 TP I I I I \ 289.55 TC \ 288.97 TP \ / 275.33 TP \\ 1 ° Sy, \ \ 289.05 TP \\ 289.22 TC / - 49 EX. CONTOUR MINOR 289.06 TP \ 288.72 TP ► / 907 SW Stark Street Portland OR 97205 USA 50- - - - - EX. CONTOUR MAJOR tel 503 226 6950 fax 503 273 9192 \ I 292.64 TC 291.60 TC I \ www.dowa-ibigroup.com www.ibigroup.com (275.21) I \\ - I I 292.14 TP 291.10 TP I \ °'°... \� 49 CONTOUR MINOR (FG) 275.23 TC/TP \ �WV L � 1 � I \ 50 CONTOUR MAJOR (FG) O / / / 29364 W - - - 292.75 TP - I \ 275.41 TC / / " I _ \ 289.36 TP \289.29 TP ^ / / 293.64 TW _i 293.25 TW \ J / 274.91 TP / /�/ - __292.10 BW j = - - _290.78 BW - -�- \ \ - - - - - - - - - - - \ 02/07/19292.54 TP 292.51 TP _ _ _ \ \ /► ttED PROFESS X292.92 TW _ _ - -293.01 TW- 292.54 W- 291.14 BW \ \ / 179701 PE 9 r 291.62 BW \ II 1 � � / DIGITALLY SIGNED OREGON GRADING DETAIL 5 GRADING DETAIL 3 GRADING DETAIL 1 IXPIRATION DATE: 5 SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' 291.09 TIC 290.99 TP 290.59 TP / / 291.07 TC rn 1 - - - - - - 7- 290.57 TP NI - - - - 1 276.41 FG 290.66 TC/TP I / 290.58 TP' i �/ ✓ - � ` \ L - - \\ •\ \ \� / / / -' - / / 291.29 TC I 1 / / i 28f _ - \ \y / / 290.79 TP 2 / 290.93 TC 59; ► ` ► 'L /v \ - i - --�` 275.50 FG \\ / / 289.25 TC 11 290.43 TP // /' -// •L / 288.75 TP \ 289.35 TC TP ' 276.84 FG \�?g9 \\\ T�� \ \\ \ \\ J/ / 1 290.79 TP / 1 290.54 TP // 290.17 TP / / ! 291.29 TC / / ► 288.63 TC/TP 1 290.69 TC/TP ° .\ \\ \ \ / \ / 289.24 TIC 0 ��\ �\\? � ��\ \\ \. / \► / 288.74 TP / / / / / 289.84 TP 0./ I / 290.36 TC \28 ? \ \\ \\ \ \\ \ \\ / // / ♦ 64 TC 291.33 TC I / 290.93 TC / 289.86 TP / / Q N 2je 1.14 TP 290.83 TP 290.57 TC 290.43 TP / / Q V I 290.24 TP / ^ 0 A \ \ B \ i / 291.02 TC / / 289.94 TC \\ � \ \ \ / 209 290.52 TP 289.44 TP V 288.94 TC/TP ,/ / I / / //` [ 70g // 289.52 TP _,..a 72 290.44 TC> 289.53 TC/TP cc 289.55 TC I / / / 289.94 TP / rn �- - - - - - - - / � H 289.56 TC 289.05 TP / - - - I / / 289.96 TP 289.06 TP 291.44 TC 290.73 TP / 290.72 TC / / / 289.95 TP M_ j \ +\\ \\ \\ / 290.94 TP /[ 290.22 TP / / 289.83 TP / •5 �-�- Q o r-- 2� \� \ \ ; \. ► 289.66 TC/TP // / // / // 289.62 TC/TP / ` ' O � A 278.34 FG \ 1 \\ \ / / / / / / 289.17 TP / 290.01 TP 1 / ?� 279.00 FIG - - _ / / ICU ^ .r / ./ I / / / / 1 / 290.07 TC //r cc p CO M 289.57 TP CO o o - 6 GRADING DETAIL 5 4 GRADING DETAIL 4 2 GRADING DETAIL 2 111 SW Fifth Ave.,suite zsoo SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' Portland,OR 97204 O: 503.227.3251 F: 503.274.4681 www.kGffl k e y p l a n c� phasel BID & PERMIT 0 0 �? date FEBRUARY 8, 2019 N o revisions 0 to r" 0 J a 0 Q 0 cn I- J project # 16055 M GRADING DETAILS tl 0 0 aCID U' o C3m8 N� M0 SCALE 1 INCH = 10 FEET 01)-:": Oz C-4 10 0 10 20 Cp J 04 LL rvrx \ �� w I .� wf w .� / / 8 SS I 8..55- C494 + / \ \ \ – – w w w w w ' 1 // v A IN \ / \ \ \ / 1 I / I �8 \� \\ \\\\ \ I 10+00 \ \ \ I 11+00 I 1 112+00 ! / / / � \ \ \\Co \ \ \ �' \ 1 I I/ /`v / ��� o I 1 � 9� 7g \\�I g� \�\\ Y A /r o / I I \ -`' _ � I D I ) / / I I \ NO CIVIL p IN, IDull OlsArchite Architects, Inc.nlBl Group I SCOPE IN THIS / / �� PACKAGE / C) 4 SW OR 1 J / I 1 / /// / , \\ \\ \\\\\� / �' / / \ I tell 03 2t6 6950 eet Portlandfax 503 2703 9192 o ' II f�j / / !' oo l /' / IN.IN v+i 1 I // ( I I C / / / ` / / J \ > l , \\ \ �X l ' / \\ \ \\\\ / / / / / / I www.dowa-ibigroup.com www.ibigroup.com ovo7n9 I I I / / , / / h / / 1 / / �"• , I I 11111( ' / / / Q I V\S� G 1 N F s/O / ' ' l/ l' /� /l /� // � \ // / DIGITALLYSIGNED o', ' o I / I I / / / / / / / / % / I / // / / Q A �� to too $••55 EXPIRATION DATE: uny» SW PEMBROOK / ! I /— - - - - -/- - - — — - - — —/- - — =Eli - - - - /- - - - - � - - - - - - � STREET / I / I � / / � / p �/ / � ' � �, . � / 5 TwAtITY MIDDLE SCHOOL _� /o C492 ;4 . I— /� / / /' / / / •/ //// /// / / / / o I / w I + Z / I / I / I /' N /!' //!/ !!! / l l ' /' ' L.LJ I / ' !/!! J� Q I / , rypp l' , /�l l�i�i�ir i !' NO CIVIL O f _ N' / h / / /// !'! / / ! �00 SCOPE IN THIS ' O PACKAGE - - — p N o / I / /I / / o I / /// / ! � / I \ 40 / \ r 1 1 // ca 00 ' } �� 0 0 \ CV) CY / M M 00 SW MURDOCK: �� _ - /` v j STREET _ - _ - - _ - _ ' _ - - - -- _ _IN, IN ' - • / + � - - - -- - _ - - -_ - - - - , -- � „� � --,�.�.�-- '/ ' o 4 �6 �5, / 25 V _ / ` to P;ut — — O — s, 1 , tn` I C403 `_ /, : - - i. 53 /W / - - 111 SW Fifth Ave.,Suite 2500 _CCo,) ,� ' - - Portland, OR 97204 / / \ 1 \ N !\ IO: 503.227.3251 \ h % . . L0 . " \ i t0 I / - - . - /_• F / F: 503.274.4681 / I www.kpff.com c� s \ I / l/ l r i i i i r I N fly�l `� ' �� / 2 - - � � 11 / \\ I I /� / llI /l � 1 /w a���. /�// `NI \ / / 1 I PRE-K/ DISTRICT BUILDING \ \ I I 1 I / / /L . / / u \ I // 1 ti40coI , o / ' / / d ! �ji�yn�� �/ '' � � // / ' /i� ' k e y p I a n f r I NNN c0 \ \ \ / / / / / / phase— I � , / p BID & PERMIT to ss� 8„ jl /' ' ' / ' / / twl `�— 0 IJ IV" date FEBRUARY 8 2019 ` ' ' n ��� `�' �"' // r Io � // , /� // �// revisions M 4 I I ,�y�- - r SHEET NOTES -1 I P P / -267 266- - o , „�////; �� ,,' 3, r rr 1 / / / '� 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL C I / / 7— C:) o BE CONSTRUCTED PER DETAIL 13/C6.1. \ I I �- , _ ,z6 - \ u I / / // V a 2. CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION AND °'" / \ �/ � l ! I ,,I/ / /// I I / , / /, / / /�. 0 INVERT ELEVATION AT PLUMBING POINT OF CONNECTIONS PRIOR TO CONSTRUCTION. PROVIDE TRANSITION FITTINGS AS REQUIRED. / `; I `L o / / / / / / i I / / , ! cn I – \t ox / ! ,/ // / / / i l / / / / / / / / ! a�� / / / / / U / ' il tL 3. PROVIDE SOLID LOCKING LIDS ON ALL MANHOLE STRUCTURES I ' 7 y60 \\ S 11 �� / / // / l //l l l / l / 1 �� ' / / �' I \ / 7� / // / / / i o i ,l project # 16055 � 4. PROPOSED UTILITY IMPROVEMENTS SHOWN SCREENED FOR / J COORDINATION. ' _ /,/ / ; \ , l///// 1, ! / -r // / , „ / f / / ' ,' I _ _ ' STORM PLAN - OVERALL 5. STORM MANHOLES SHALL BE 48" DIAMETER UNLESS NOTED / / / /, I OTHERWISE. coX� 261 o�i'> SCALE 1 INCH 40 FEET C4mO rnUm = C ) TEMPLETON EC N{ Y,SC`HOOL/ v NN/ A 40 0 40 80 cV W � � � �/Gf��i f�(.i� _ �� ! Iii/ i. ��I y I i / Ii I O lTUfb I TRo �QSS N SKIMX2 MH71 / I I _4.,55 CONNECT TO EX STRUCTURE / e'ss » o II 1 I r L s ss�- a„Ss a„ss�_ s ss ass EX 12'1 E UT=2610.69 (E) :v' a^so o - \ 8"55 8"55 I , a 60 LF - 12"SD \ \ \ \ \ S=7.78% II 4 - T T \ a'ss / \ v \, \ � w w w w w w w w w w w w \ \ 'Cr I RIM \ IE 12" OUT=271.00 (NE) I B I I \ \ 1 \ 1 RIM=289.56 / t� a SD MH-10 1..� 1 I IE 10" IN=280.92 (SW) _ / - -_ -. o, (7i \ RIM=271.09 O 1 1 - , IE s" w=282.00 (w) � - _/ � .- ,;� - _ _ � � ,� ��� IE 12" IN=2ssss (SW) I V I IE 8" IN=282.00 (NW) / I - I -/ - - \ IE 12 OUT=266.69 (NE) IE 12" OUT=280.72 (E) Dull Olson Weekes - IBI Group 1 / A , V �� SD CB-1 / / \ v. A � 1 Architects, Inc. l \ I I 1 / ' I \ \ / I RIM-290.54 / S8 I �/ / ?80 \� 140 IF VEGETATED SWALE 15 1 I \ \ \ IE 8" OUT=287.54 (SE) <F \ �t 140 IF% 6.7 10+00 �\ 11+00 V / I - V - 12+00 / 9619 SD o / �� V� v. V 907 SW Stark Street Portland OR 97205 USA \ tel 503 226 6950 fax 503 273 9192 I 1 1 3 \ www.dowa-ibigroup.com www.ibigroup.com SD CB-3 I RIM=290.54 / 9"SD CID 0p \ _ / �s ����\ SD OF-1 \ \ 11 1 SD COTG-35 \ 11 I / IE 8" OUT=287.54 (E) 53 Is �46% "' o \ mt - �� \ RIM=280.11 I I > / 5.10. / \ IE 12" IN=279.00 (W). /_ - k + 1 - I I - rSO COTG-31 0 1 3 --/S-0.50% -04 Op 49 LF - 12"SD 1 163 LF - 4 PERF. SD - - - - - - r 1 \, \ \ I ED PROF 02/07119 i I I 1 » S=1.05% I I I SD 60 WQ MH-1 �`�� I H SSS/O RIM=284.91 23 LF - 8"SD ? / \ ( ��� �``79701FE�� y9l IE 12" IN=279.72 (W) 5=17.21% �O / 3 - IE 8 IN-279.85 SW RIDIGITALLYSIGNED CB-5 IE 12" OUT=279.52 (E) RI AD-2 / r RIM=289.38 RIM-285.46 _ OREGON M 289.38 / � i v / IE 8" OUT=286.38 (NW) \SD COTG-8 IE 8" OUT=283.75 (NE) o °[. to,io°, 4 LF - 8"SD SD COTG-3 ��/ MARK D���� SD COTG-4 / h /y I �� V A S=124,41% / SD AD-4 , - ' / EXPIRATION DATE: > / A \ - / OSD AD-17 RIM=274.10 / w / \ �� °� 0 ,I °j / SD CB-10 I ' \ / IE 6" OUT=272.10 SW Sx '� IE 6 OUT=272.10 (SW) %! / a / `� I V v SO COTG 7 / ( ) / 0 °z I / RIM=292.27 SD CB-7 [ \ 5 IE 8" OUT=289.27 (E) \ RIM=289.42 [�' 3 LF - 6"SD 6� g"gp• \ o IE 8" IN=286.42 (W) 2�S�S=20.16% S=15.57% \ IE 8" OUT=286.42 (SE) i oo \ 1 8 S�1o9 J 0° v o / I 1 // V I �0x 18 LF - 8"SD 8 a , o I 1 63 LF - 8'SD ?s I S=8.90% .` N 1" 1 / 5=4.52% CF z Z I 6114- - \ S� 8+ i rb SD SD STUB-27 / v'1 I // ) 5 LF_ 8"SD 16Sj9 S� / ' `� / IE 3"=288.00 / 7 LF - 6"SD / SD COTG-5 7 LF - 6"SD S=31.80% " SD COTG-13 S=16.54% \ S=42.96% i I _ RIM=289.84 SD STUB-10 w 1 I SD CB-6 / IE 6" IN=286.72 (NE) SD / �' SZ SD AD-5 ml I j � RIM=287.82 � � 0 1 / I \ \ IE 8" OUT=285.27 (NE) I IE 6" OUT=286.72 (SW) / IE 4"=273.00 / S. 8" » i RIM" OUT0 ( )i� IE 6 OUT=273.20 SW / �'0 3 I I I I / . / SD STUB-11 I I / SD MH-12 o I » �� / r IE 4"=273.00 / SD CB-4 }� %0 I RIM=289.16 7 0, / 9 LF - 6 SD / I J i \ " [^ oo i 26 LFS=B 89% o° " I 7 LF - 6 SD ` CF I i I IE 8 IN=283.00 W q a• S=4.48% / \ 7 LF_ 6"SD " ` RIM"2OUT= S=35.63% S\ 8+ IE 8 OUT=270.52 (SE) » O 7i I / 1 S=24.25% 1 1 11 I \ IE 6" IN=283.00 (SE) 0,� vi 1 /^ N `'�[ / SO STUB-26 / / SD STUB-2 069, 3 / / IE 8 IN=282.90 (SW) \_�IE . - SD / I I IE 10" OUT=282.70 (NE) 1 / / 3"=288.00 / /. IE 4"=273.00 ` S<F B' h\i� SO MH-3 5 II 1 20 LF - 6"SD ��p SD "d cp., RIM=274.190 M SD COTG-14 / / S=14.53% SD CB-11 / - oy, "g t�'O IE 8" IN=270.00 (NW) 1 SD COTG � I r ' RIM=289.96 / / / / IE 8" IN=269.83 (NW) � RIM=289.84 / / � _- _ I " 1 IE 8" OUT=286.96 (E) 33 LF - 8"SD // / IE 6p IN=287.00 (S) / / // / 4 LF_ .53% SD COTG-9 IE 8" OUT=269.63 (SW) O 3 ; S-14.53% 0 3, S=12.12% / / IE 6 OUT=287.00 (NE) / / _ / / Sk9 / / -- 2 LF - 6"SD p / N SD COTG-15 13 LF - 6'SD / / S=14.53% o, <`' / 0 U N S=7.63% / o o / C r` "000 B S� / / SD STUB-3 //, \\ - SD STUB-8 SD [i 7 / V) SD STUB-25 Sp / 1 j IE 3"=273.00 / IE 3 =288.00 / IE 6"=272.00 " I \ N V I 1 / 16 LF 6 SD 3 I I / 7 I SD CB-20 / / -2 5=2.44% yr RIM=273.79 / ca � rn oiry ` / j V IE 8" OUT=270.79 (SE) t7> C/3 ! / / i o N / \ / I � I 1 v o / / SD COTG-6 / / �� 10 LF - 8"SD I U_ / # / / S=16.08% w I / / o / / SD AD-7 / / ■ 13 LF - 8 SD ' ' I x I / 5=1.00% RIM=274.03 \ / / 4 LF - 8"SD - O � SD STUB-12 / IE 6" OUT=272.03 (SW) \ / 0 5=1.00 0 0 I II I SD / �(o ti d o I v'1 I SD CB-14 1 / IE 4"=288.00 / / Sg<F / '�x / � C) I RIM=290.43 / / / / ♦"� co s, 7 LF - 6 SD p / �� L co C� o J - I // IE 8" OUT=287.43 (SE) // / / 3 LF - 8"SD / S�24S9 SO % \ S=42.77% / o° / (� N S 25.57% SD / 5=2.12% / / � i // �_ � �O �O SD STUB-7 / SD BWV-1 [y / cO L LO ? / / / / SD STUB-22 SD o I 1 / _ » SD / IE 4"=273.00 o / S<� � 6' / 9 5116 / S6 L54% 6 SD / IE 8"=271.00 / " 46 �� � <F ` / / 10 LF - 6 SD / S=28.36% SD COTG-10 I S5 8�Sa _ I I » 1 6 Sp / RI AD-12 / S�2 B Sp - �- 3 I I ij 1 r' l I I l l % / / / RIM=289.00 / / 489 / IE 6" OUT=287.00 (NE) / o / SD IE STUB-13 MATCHLINE SEE SHEET C4.2 / IE 4"=288.00 111 SW Fifth Ave., Suite 2500 \ / Portland,OR 97204 0: 503.227.3251 F: 503.274.4681 www.knff.com o STORM LEGEND UTILITY LABEL LEGEND SHEET NOTES � SD STRUCTURE TABLE SD STRUCTURE TABLE SD STRUCTURE TABLE STORM LINE 63 STRUCTURE LABEL SEE SHEET C4.0 FOR ADDITIONAL SHEET NOTES AND LEGEND rn INFORMATION M STORM LINE - NOT IN CONTRACT (N.I.C) UTILITY TYPE (SD=STORM DRAINAGE) C) REFERNCE OFFSET REFERNCE OFFSET REFERNCE OFFSET 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES STRUCTURE ID STRUCTURE ID STRUCTURE ID 8 STRUCTURE TYPE CALLOUT � ALIGNMENT STATION ALIGNMENT STATION ALIGNMENT STATION - - - - - FOUNDATION DRAIN -- 60" WQ MH-1 ROAD A 14+03.77 0.00' COTG-6 ROAD B 54+99.60 RT 55.10' STUB-7 ROAD A 17+54.13 RT 75.74' 6 ID NUMBER (WHERE APPLICABLE) 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME O - - - - - - - - - ELECTRICAL CONDUIT FRAMES AND AREAS OF WORK k e y p l a n AD-2 ROAD A 14+03.83 RT 22.67' COTG-7 ROAD B 56+30.59 RT 55.02' STUB-8 ROAD A 16+82.76 RT 25.27' a STORM MANHOLE 5 XX XX-XX 4. ALIGN CATCH BASINS ALONG FACE OF CURB WHERE 0 C6.1 X+XX.X RT X.X' LOCATION (WHERE APPLICABLE) APPLICABLE Q AD-4 ROAD A 14+96.00 RT 29.64' COTG-8 ROAD A 14+06.40 RT 50.44' STUB-10 ROAD A 14+25.75 RT 46.56' C6.1 RIM= phase BID & PERMIT U CATCH BASIN IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) AD-5 ROAD A 15+92.03 RT 24.58' COTG-9 ROAD A 16+46.92 RT 27.60' STUB-11 ROAD A 14+81.69 RT 44.04' 2 IE OUT = XX.X 5. SEE SHEET C2.0 FOR HORIZONTAL CONTROL DATA. ■ AREA DRAIN C6.1 } AD-7 ROAD A 17+57.12 RT 29.35' COTG-10 ROAD A 17+16.53 RT 22.43' STUB-12 ROAD B 54+84.53 RT 38.94' 3 6. SEE SHEET C4.6 FOR INTERIOR FOOTING DRAINS AND I_ COTG C61 PIPE LABEL CLEANOUTs date FEBRUARY 8, 2019 Q AD-12 ROAD B 54+68.87 RT 35.99' COTG-13 ROAD B 55+94.26 RT 44.42 STUB-13 ROAD B 54+32.79 RT 36.96' 4 5 I, VEGETATED STORMWATER FACILITY 6.2 C6.2 UTILITY LENGTH AD-17 ROAD A 14+47.27 RT 35.75' COTG-14 ROAD B 55+58.07 RT 44.44' STUB-22 ROAD A 18+15.21 RT 143.74' L = - .- - J FLOW DIRECTION ARROW UTILITY SIZE revisions o BWV-1 ROAD A 17+41.70 RT 33.54' COTG-15 ROAD B 55+13.28 RT 35.94' STUB-25 ROAD B 55+47.24 RT 51.84' OUTFALL PROTECTION 6 z ��UTILITY OX UTILITY KEY NOTES CB-1 ROAD A 12+47.87 LT 20.00' COTG-31 ROAD A 12+05.62 RT 29.46' STUB-26 ROAD B 55+85.64 RT 51.73' 8 9 XXLF - XX" XX DETAIL ® DITCH INLET C6.2 C6.2 NOTE DESCRIPTION CB-3 ROAD A 12+47.87 RT 20.00' COTG-32 ROAD A 10+41.42 RT 174.47' STUB-27 ROAD B 56+21.81 RT 51.59' S=X.XX% C:) WATER QUALITY MANHOLE C6.2 C6.2 CONNECT TO FOUNDATION DRAIN. COORDINATE 6 7 0- CB-4 ROAD A 16+10.59 RT 12.00' COTG-35 ROAD A 10+42.75 RT 27.98 SLOPE WHERE APPLICABLE FD a 12 ( ) DEPTH WITH STRUCTURAL FOUNDATION PLAN. U 8 BACKWATER VALVE 61 CB-5 ROAD B 56+53.81 RT 12.00' DI-1 ROAD A 14+31.95 LT 74.40' O KEY NOTES CONNECT TO STORM DRAIN/ROOF DRAIN. SEE STRUCTURE TYPE SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE U CB-6 ROAD B 55+73.10 RT 18.29' EX-MH-1 ROAD A 14+59.43 LT 158.73' LL' NOTE DESCRIPTION DETAIL CALLOUT DESCRIPTION DETAIL REF. AS NOTED. 0 CB-7 ROAD B 55+76.55 LT 25.59' MH-1 ROAD A 13+01.79 LT 6.32' REF. AD AREA DRAIN TYPE 1 2/C6.1 UD CONNECT TO SLAB UNDERDRAIN project# 16055 CB-10 ROAD B 55+50.71 LT 83.05' MH-3 ROAD A 16+36.37 RT 0.83' 1 LOCATE FOUNDATION DRAIN FOOTING PENETRATIONS 18" MIN. FROM BWV BACKWATER VALVE 12/C6.1 STRUCTURAL HOLDOWNS. SEE STRUCTURAL DRAWINGS. CB CATCH BASIN 1/C6.1 li UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, STORM PLAN > CB-11 ROAD B 54+98.91 LT 31.16' MH-10 ROAD A 14+35.25 LT 103.46' 2 CONNECT TO EXISTING ROOF DRAINS. FIELD VERIFY INVERT AT POINT OF COTG CLEANOUT TO GRADE 3/C6.1 U.N.O. U CONNECTION CB-14 ROAD B 54+18.19 LT 22.41' MH-12 ROAD B 55+13.24 RT 0.08' CONNECT NEW STORM LATERAL TO EXISTING STORM CONNECTION. FIELD DI DITCH INLET 8/C6.2 CID 3 VERIFY LOCATION AND INVERT FD FOUNDATION DRAINAGE 8/C6.1 N� CB-20 ROAD A 16+81.78 RT 12.00' OF-1 ROAD A 14+49.63 LT 23.79' _ CONTRACTOR TO POTHOLE AND FIELD VERIFY DEPTH OF WATERLINE. MH MANHOLE 5/C6.1 �> COTG-4 ROAD A 14+25.42 RT 39.31' STUB-2 ROAD A 15+64.24 RT 40.32' 4 ENSURE MIN 12" CLEARANCE FROM PROPOSED STORM OF OUTFALL 1/C6.2 C14m cnU STUB STUB 4/C6.1 SCALE 1 INCH = 20 FEET C) COTG-5 ROAD A 15+12.16 RT 35.40' STUB-3 ROAD A 17+52.78 RT 145.91' S SHALLOW MANHOLE, SEE DETAIL 7/C6.1 WQMH WATER QUALITY MANHOLE 6/C6.2 Nlii 6 LANDSCAPE AREA DRAIN, SEE LANDSCAPE SHEETS. UD SLAB UNDERDRAIN 2/C6.2 20 0 20 40 CULL SS ---- / , MATCHLINE SEE SHEET C4.1 SD STUB-23 SD SO AD-20 SD AD-14 / IE 6"=271.00 RIMIM=272.78 7 LF - 8"SD " / RIM=289.00 Se 8' 27 LF - 8 SD / 37 LF - 8"SD h Se?a� 6 SD IE 6" OUT=287.71 (SW) " ` ?�?9, Sp IE 6" OUT=270.78 (SW) 20 LF - 6"SD S=19.97% 1 / / S=2.45% JSD I / SD MH-11 / S=1.00% / / / 3 LF - 6 SD r� S=6.61% p / RIM=289.80 / / / S=4.91% �� 15 LF - 6"SD II SD CB-2 0• r�i / » / S=21.49% " �' � RIM=273.29 0 0 \ I / IE 6""IN=284.75 (SE) 21 LF - 8 SD " " / SD STUB-9 SD ` IE 8 OUT=270.29 (SE) Lrr 4r / N I / IE 8 IN=285.00 (E) S=1.00% 7 LF - 4 SD 3 LF - 6 PERF. SO / IE 4"=273.00 � IE 8 IN=285.00 W S=1.84% / / ZAP. J O S=8.19% � / \ \ I SD CB-13 IE 8" OUT=284.57 (NE) SD BWV-3 FD /° TW4ITY MIDDLE SCHOOL IE 3'=273.00 S�3.00 SD Se? \ 7050 !! ry " " Seo SO STUB-4 729• / S 1.00% 8 SD I / 20 LF - 8 SD 26 03 SD a / TR RIM=289.70 S=8.53% <F ` 9, IE 4 288.00 / 19 3 I I IE 6" IN=287.00 (W) 6' S=2.12% \ o ♦ N / I I IE 8" OUT=286.70 (E) _ 6^gp / SO 2 LF - 6"SD SD STUB-6 �� Se2. 70 SO 58 �F S=24.61% SD IE 3 273.00 SO AD-21 �\ / / r 15 LF - 6"SD \ o RIM=274.29 n S=27.21% O I I I \ + / SO COTG-33 / / IE 6" OUT=272.30 SE / ° s�i �N1 SD COTG-34 / �• SD AD-24 ( ) o o SD COTG-27 O 0 �, / � / / / ! /' RIM=273.83 7 LF - 8"SD / j _ 1 1 rTle \ IE 6" OUT=272.36 SW 2j(c Uir ter R M M273.69 29 LF - 4 SD / ,/ SO AD-23 ( ) / i / / 5=61.50% S=0.50% / / I ° / RIM=274.42 S / S IE 8 IN=267.85 (NE) � � " SD STUB-21 SD CB-21 6' " SO COTG-12 \ IE 6 OUT=272.92 (SW) IE 3"=273.00 SD RIM=273.71 / 80gy 0 "' / IE 10" IN=268.00 (NW) Dull Olson Weekes - IBI Group i \ IE 4" OUT=284.50 (SW) / LF _ " " IE 8" OUT=271.00 (SE) ° / IE 10" OUT=267.65 (SW) Architects, Inc. 4 S=110.7% 6 LF - 6 SD SO COTG-17 / SD CB-15 � / 5=91.09% / TRo I / / SXo / RIM=288.86 SO STUB-1 SD °gyp I / 907 SW Stark Street Portland OR 97205 USA / / h IE 8" OUT=285.86 (W) SO STUB-20 SD IE 3"=273.00 p° O / tel 503 226 6950 fax 503 273 9192 IE 4"=273.00 " / / www.dowa-ibigroup.com 9 P SD AD-25 O � / www.dowa-ibi rou .com www.ibi rou .com 20 LF - 8"SD " RIM=274.42 2 LF 2 8 SD 3 / / S=4.22% 1 IE 6 OUT=272.91 (SW) S=24.38% / o J� 7 LF - 6"SD arV / SD SO STUB-14 / 4 LF - 6S 5=16.41% °' I / I / IE 3"=286.00 / S=133.75% SD BWV-5 / / / o � / I I / I / / � � FD � 1 / I " / " 7 LF - 6"SD r / 20 LF - 6 SD / 6 LF - 6 SD PROF •� I / S=1.00% 5=16.40% o0 0 / E� S ozianis � � I � / / / S=60.98% /� ��t H EF S/o SO AD-15 / �� L' �� / / Qc�V 4a Fq y9l / 1 / " 0 79701 PE / �� / i I 1 SD COTG-19 - RIM=288.01 100 LF - 8 SD ^3� I / " / S=3.00% -� / / / / IE 6 IN=285.80 (SE) / / / / DIGITALLY SIGNED ° I / IE 6" OUT=285.50 (NW) / 19 LF - 8"SD Fp p / OREGON SO COTG-18 r7 > II V 43 LF - 6"SD 5=4.99% / S=1.76% C14 Sp EXPIRATION DATE: 113" SO CB-23 TR _ IE 8" OUT=273.07 (SW) 3 TRo TELVLT ® �/ I � // Q? I / ry / " // I 'L 3 SO TIE IN-6 `� 4 LF - 6 SD 16 LF - 8"SD I S=118.56% IE 8" OUT=283.42 (S) ` s S=6.79% yo / SD COTG-20 SD COTG-25 ��N. 1 20 LF - 10"SDSo , 3 // SD STUB-15 5=1.00% LF - 8"SD IE 6"=284.00 SD r� / S=8.38% / � 11 LF - 6"SD �� rn SD CB-22 I I fill P// SO AD-26 / O SO LS-AD-1 N ° IE 8" IN-271.98 NE / / ! S=6.37% � � � - ( ) , SD CB-8 RIM=285.90 \ 1 RIM=277.03 ` I o " / / ICV IE 6" OUT=283.87 (SW) r� f IE 6" OUT=274.03 (NW) ` o IE 8 OUT p271.98 (W) / RIM=285.41 ` o / ` vl 11 LF - 8 SD I IE 8" IN=282.60 (N) SD AD-29 SD MH-5 S=43.84% IE 8" OUT=282.40 (S) 1 10 LF - 6"SD ti / RIM=278.00 RIM=275.36 "' 1-111_ I S=24.72% / SD CB 17 ^ \ / IE 6" OUT=276.00 (SW) IE 10""IN=266.18 (NE) / oo I / 10 LF - 8"SD / IE 8 IN=267.00 (E) + 1 }0 1 / RIM=284.95 5=3.60% \ / IE 6" OUT=281.95 (SW) �� IE 12" OUT=265.98 (S) Gov 18 LF - 8"SD r / \ 7 LF - 6"SD V / I S=3.60%8"SD / S=1.89% SO STUB-18 L SD I / C/) / 15 LF - 6"SD rr O EX 4" RD IE UKNOWN 1 o G OST S=19.89% .` SD AD-28 (FIELD VERIFY) RIM=277.25 / LF - 8"SD g3 [wl IE 6" OUT=274.25 (SW) SD COTG-23 / 1 ' a II // 15 LF - 4"SD rr N 1 0 C) a S=3.60% �/ <� S=62.63% / o o (' rr7o 36 S S=111.42% / II \ 1 ° 0 V 37 0 \ Oy O // / .` \ SO COTG-24 rn � \ o - / SD AD 27 CV o ` " RIM=277.10 SD SO STUB-16 2 \\ O U ti I / 'IE 6 OUT-275.10 E IE 6"=276.00 O _ILL I 1 � �' h� err 20 LF - 8"SD / O 9 LF - 6"SD \ RID 2 0.09 18 S=3.60% !! �� ` S=7.83% / 4 \\ �/ \ / ' O IE 6" OUT=287.09 (NE)l0 SD SD STUB-17 2 / \ \ 1 -2 / 1 \ \ as 6 ✓� ,, / �. IE 6"=276.00 / I SO MH-6 � ca SO MH-7 ��` \'o Seg BS FD / / o ma,\ / o \ RIM-273.69 \ alcv _ O N IE 12 IN=264.53 N \ I RIM-285.55 SD BWV-6 w O \ \ \ s 1 / / // o / o IE 8" IN=264.59 (W) \ N IE 6" IN=280.00 (NE) d'• ° / d I 18 LF - 6"SD " > 3l s / I IE 8 IN=264.98 (SE) \ •� IE 8" IN-278.31 (NW) O SD BWV-4 r- �IE 15 OUT-264.13 S o � �O � i - \ \ � . / -- / S=62.77% II " \ Icv , � CC �..� ,O / IE 8" IN=280.00 (SE) ?g �� / \ �'" N -' N ° ` / v> `J` / - O \ \ G O O I IE 8" OUT=278.00 (SE) _ \ t 10 LF - 6 SD M co M / 16 LF -/ \ - I` x 0 Se 83 O rn u? !! \ 3 X O g SS\ S=27.70% I - - - \ - - - - - - - - - __ f� co Cf) _ _ _ L I SD CB-25 2S(tom / 7 LF - 6"SD 12 LF - 6"SD En S=30.00% "SD \\ \ - RIM=285.26' S� 8,\ - - / CU S=27.72% S=15.40% v'C14 _ - - \ \ \ _ _ _ _ � CO CO i 50+00 \ \ IE 8" OUT=282.64 (NW) ?80� �g839`SO =_- 50 LF - 8"SD 34 LF - 8"SD 69 LF - 8"SD c r \ - - CO -I - -S=4.83%- - _ S=4.83% S=4.83% SD - -- CB 24 1 3 \ f SO MH-2 - - - / RIM=272.90 1 RIM=279.29 v v 16 LF - 8"SD - " _ _ IE 8" IN=272.93 NW 27 LF - 15 SD %IE 8" OUT=269.90 (NW) - -�� - ( ) S=4.83% S=1.00%- - - I o _ - --- - wv IE 8" OUT=272.73 (E) - NJ - I WI v _ �- W Iw1 IWl IWl IW1 IW] IW] IW] IWI [W] [W® SD [W] W}- Wl _ - - 1 _ - O - - - - N o i - o to SD TIE IN-1 IE 15 IN=263.85 N --- o " - ( ) / + MATCH SEE SHEET C4.3¢ - / N O / Portland,OR 97204 111 SW Fifth Ave,, Suite 2500 / 0: 503.227.3251 i r " ^ 0 - r0^ J F: 503.27a 4661 / n`�' ` c,. . �aR- www.kaff.mm SD STRUCTURE TABLE SD STRUCTURE TABLE SD STRUCTURE TABLE STORM LEGEND UTILITY LABEL LEGEND SHEET NOTES Cn REFERNCE OFFSET REFERNCE OFFSET REFERNCE OFFSET STORM LINE 63 STRUCTURE LABEL 1. SEE SHEET C4.0 FOR ADDITIONAL SHEET NOTES AND LEGEND CT STRUCTURE ID STRUCTURE ID STRUCTURE ID cel ALIGNMENT STATION ALIGNMENT STATION ALIGNMENT STATION INFORMATION Ch STORM LINE - NOT IN CONTRACT (N.I.C) UTILITY TYPE (SD=STORM DRAINAGE) CD AD-14 ROAD B 54+06.36 RT 35.95' CB-25 ROAD C 71+14.59 RT 42.50' STUB-6 ROAD A 18+29.91 RT 48.74' g STRUCTURE TYPE CALLOUT 2. SEE SHEET COA FOR ADDITIONAL CONSTRUCTION NOTES - - - FOUNDATION DRAIN 1" AD-15 ROAD B 53+22.57 RT 31.07' COTG-12 ROAD B 53+55.05 RT 53.42' STUB-9 ROAD A 18+31.15 RT 143.73' ID NUMBER (WHERE APPLICABLE) 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME p - - - - - - - - ELECTRICAL CONDUIT F FRAMES AND AREAS OF WORK AD-20 ROAD A 17+94.84 RT 69.98' COTG-17 ROAD A 19+02.44 RT 22.39' STUB-14 ROAD B 53+22.96 RT 51.43' � e 5 XX XX-XX k e y p l a n STORM MANHOLE 4. ALIGN CATCH BASINS ALONG FACE OF CURB WHERE < AD-21 ROAD A 18+42.70 RT 29.28' COTC-18 ROAD B 52+68.99 RT 25.46' STUB-15 ROAD C 71+96.71 RT 19.46' C6.1 X+XX.X RT X.X' LOCATION (WHERE APPLICABLE) Q �1� RIM= APPLICABLE U CATCH BASIN (n AD-23 ROAD A 19+38.43 RT 83.66' COTG-19 ROAD B 52+67.36 RT 17.93' STUB-16 ROAD A 20+74.83 RT 109.07' C6.1 IE O = XX.X STRUCTURE INFO (WHERE APPLICABLE) 5. SEE SHEET C2.0 FOR HORIZONTAL CONTROL DATA. phase BID & PERMIT � ■ AREA DRAIN 2 IE OUT = XX.X AD-24 ROAD A 19+37.60 RT 23.81' COTG-20 ROAD C 71+99.26 LT 19.72' STUB-17 ROAD A 20+88.42 RT 73.40' 6.1 6. SEE SHEET C4.6 FOR INTERIOR FOOTING DRAINS AND Q AD-25 ROAD A 19+38.46 RT 56.84' COTG-23 ROAD A 20+67.50 RT 118.82' STUB-18 ROAD A 20+17.88 RT 17.31' - COTG C61 PIPE LABEL CLEANOUTS date FEBRUARY 8, 2019 I- - - - - - - � 4 5 AD-26 ROAD B 51+47.80 RT 31.42' COTG-24 ROAD A 20+68.30 RT 116.72' STUB-20 ROAD A 19+36.20 RT 102.05' I. 1 VEGETATED STORMWATER FACILITY 6.2 C6.2 UTILITY LENGTH ~ L t - +�� - J FLOW DIRECTION ARROW UTILITY SIZE feVISI00S Civ AD-28 ROAD C 71+37.89 RT 99.77' COTG-25 ROAD A 19+67.47 RT 107.22' STUB-21 ROAD A 19+36.17 RT 42.49' C) AD-29 ROAD C 71+41.75 RT 75.82' COTG-27 ROAD A 18+32.87 RT 38.38' STUB-23 ROAD A 18+28.65 RT 146.24' OUTFALL PROTECTION C62 UTILITY TYPE OX UTILITY KEY NOTES DITCH INLET 8 9 XXLF - XX" XX DETAIL co BWV-3 ROAD B 53+65.56 RT 24.59' COTG-33 ROAD B 52+74.03 LT 90.24' TIE IN-1 ROAD A 21+32.65 RT 2.00' ® 6.2 C6.2 S=X.XX%CD NOTE DESCRIPTION - BWV-4 ROAD A 21+13.20 RT 159.17' COTG-34 ROAD B 52+91.86 LT 67.37' TIE IN-5 ROAD B 53+45.60 LT 0.57' WATER QUALITY MANHOLE 6.2 C6.2 } CONNECT TO FOUNDATION DRAIN. COORDINATE �- 12 ` SLOPE (WHERE APPLICABLE) FD DEPTH WITH STRUCTURAL FOUNDATION PLAN. (j CB-2 ??? ??? ??? ???' LS-AD-1 ROAD A 19+57.87 RT 24.17' TIE IN-6 ROAD B 51+70.12 RT 7.58' A BACKWATER VALVE 61 CB-8 ROAD B 51+58.44 RT 10.69' MH-2 ROAD C 71+30.74 RT 124.37' OX KEY NOTES STRUCTURE TYPE CONNECT TO STORM DRAIN/ROOF DRAIN. SEE U SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE CB-13 ROAD B 53+42.10 LT 20.97' MH-4 ROAD A 18+15.14 RT 2.00' NOTE DESCRIPTION DETAIL CALLOUT DESCRIPTION DETAIL REF. AS NOTED. p REF. AD AREA DRAIN TYPE 1 2/C6.1 project# 16055 / UD CONNECT TO SLAB UNDERDRAIN CB-15 ROAD B 53+57.43 RT 18.42' MH-5 ROAD A 19+61.27 RT 3.12' 1 LOCATE FOUNDATION DRAIN FOOTING PENETRATIONS 18" MIN. FROM BWV BACKWATER VALVE 12/C6.1 J CB-17 ROAD C 71+48.81 RT 0.00' MH-6 ROAD A 21+05.54 RT 2.00' STRUCTURAL HOLDOWNS. SEE STRUCTURAL DRAWINGS. CB CATCH BASIN 1/C6.1 !! UTILITY CROSSING. PROVIDE 12 MIN. CLEARANCE, STORM PLAN > CONNECT TO EXISTING ROOF DRAINS. FIELD VERIFY INVERT AT POINT OF U.N.O. 2 COTG CLEANOUT TO GRADE 3/C6.1 �U CB-18 ROAD C 70+03.68 LT 31.38' MH-7 ROAD C 71+30.65 RT 19.41' CONNECTION DI DITCH INLET 8/C6.2 �`- CONNECT NEW STORM LATERAL TO EXISTING STORM CONNECTION. FIELD COD CB-21 ROAD A 18+84.98 RT 12.00' MH-11 ROAD B 53+46.23 LT 1.96' 3 VERIFY LOCATION AND INVERT FD FOUNDATION DRAINAGE 8/C6.1 66 MH MANHOLE 5/C6.1 CV J CONTRACTOR TO POTHOLE AND FIELD VERIFY DEPTH OF WATERLINE. CB-22 ROAD A 19+59.82 LT 11.41 STUB-1 ROAD A 19+03.45 RT 23.41 4 C4m2�> ENSURE MIN 12" CLEARANCE FROM PROPOSED STORM OF OUTFALL 1/C6.2 oU CB-23 ROAD A 19+38.43 LT 12.00' STUB-4 ROAD B 54+03.79 RT 37.98' 5 SHALLOW MANHOLE, SEE DETAIL 7/C6.1 STUB STUB 4/C6.1 SCALE 1 INCH = 20 FEET WQMH WATER QUALITY MANHOLE 6/C6.2 �J CB-24 ROAD A 21+20.37 LT 10.00' STUB-5 ROAD A 18+29.91 RT 88.74' 6 LANDSCAPE AREA DRAIN, SEE LANDSCAPE SHEETS. UD SLAB UNDERDRAIN 2/C6.2 20 0 20 40 04 LL 1 71 SD4- - -� _ _ ° O - � - - - \ / MATCHLINE SEE S11 HEET C4.2 - _ a ss�� > � ss , s^ss // s^Ss a^ss / e°ss J ^ss s s s ss s ss s s�� - -/'s ss=-�----s ss -� a^ss a ss25$ -a57 - - �= - - - - - - - - - - - - tetra- - - -{ - -� 2T -256- - - s ( (V `-'-�"O / / • i // / o `'6' 6'c� / / ♦ \ i ' 254 Muni SD TIE IN-1 �' \� //� / ooi IE 15" IN=263.85 (N)_ / � `� `\ / .� / Is / [sDl [s 1 �I- _ \ \I ° \ I \ [SDI ] �sDl [sol [sd] / / ' / / y 1 I HB / \ N V /I / - / - _ / \ // \ SD TIE IN GO OJB JB E --- \ \ S1 I )O / � / /. ® V '/ IE 12 IN=253.38 SW / HBI RD I °C w/ i � N NV �1 �9 i i I l \ l \ I �, I /� v �' �I /i i ��, y NN h, r� I B / // / \ \ I I I °j / / /1 04 N VIt d �/ � - / � / r° I / I / \ I II / / / r / / / r I / a � \ / ' / / ' / I/ ' \ \ \ / / h�' I (c2/ , /// // // �\/•( - Dull Olson WeekesIBI Group tm / \ I Q o / / // \ I i / \ - Architects, Inc. 1 / // // / / - 7 - _ 907 SW Stark Street Portland OR 97205 USA HBO O 273 9192 S S SD CB-30 // /// / // , ' / / /\ / let www dowasib95oup.com www.i0 tax bigroup.com RD *°j 2q 3S9 RIM=258.34 // / /// www.dowa-ibigroup.com '\ - I PRE-K / DISTRICT BUILDING ' S1 '�"��� `F ' aso S1 IE 8" OUT=255.34 (NW) / /; / I \ \ \ / , / - - - o v \ I I RD /' / 3� (F S ti co � 02/07/19 / 1 / v \ - - , / / ] • 8, ryh hh // � -,-�\ ,-' �I 07C97011PE .�' PROFryaL c/ ' . n I o - -z / / l DIGITALLY SIGNED RD // ' ' �� �/ , RIMSD C258.57 IE 8 OUT=255.85 (NW) IXPIRATION DATE: 7�/!i/1! ICV HB I / 1 5 SD MH-9 \ RIM=260.04IE I / _ [��\ // / / \ 1 /I O IE 6" IN 255.25 (SW) ��• �F \ 8So /I �� ( I / / h / I I VII /( ' / \ HB IE 12 OUT=255.00 (NE) o RD RD [w [v�] [w] 1 / / RI CB-32 co / / / / 3 / RIM=258.06 30 a29 IE 8" OUT=255.06 (NW) / / vi� - I� / // ' o�F � / j� 1, /j /' I I / / L/ _ 267 - - - -� - \ / / / Sp / F FP FFA P FI FP - FPS F \ o RD / / // / So -_ �=266- - - - - - / co �/ / B ( S1 / /// �/ /j' / /I'I I I I// // /' /' /�/ /' // ! }+ ,i --265- - - - - - � \ // / / D S1 // /I l//l I I / // // /j // / / "L -264 - \ / / / pyo SD CB-33 /I l j / I I/ / / / / / / // ♦...j oEC263� v / �° / ro RIM=259.09 / I IE 8 OUT=256.09 NW 1 'V M 260 � co \ i ' i�V o Q cel Q V ti U rn SD COTG-2 .- 72 SET RIM TO TOP OF AGGREGATE CCS �_ IE 4" IN=257.96 (SE) �/� ME :IIE 6 OUT=257.96 (NE) LL VA ��� r/ /Y /I/ /// //// �L / �// / // 9TE �E pA/,/ //' // /'' //' // /' / / // / ,� > �� / E:J / v / // � / ,'� 1 I / / / / / / // /// / l j' 1 !o TET�it:RBA�L / I /' ' //' /' /'/ / � d- I o "/ / ' /' // // / / M M 47 LF - 4 PERF. SD /� / I l l/ f I I // /l // / I /' l � / / / / // // ,/ S=0.00% / / /I / I I / I I /I I I J I ' // / / l /' l p M CO // /' / ' ` � - /rl //l / l /' l// l' i' I o ETHE 'ALL ' �' I I '' // // / ' / // // -" ' 3 CO LO L0 RB I / � 7 / / // // / �/ / / / I I I / I I � � / / / / / . 261 /'� \\ \� - / / X260 / SD COTG-1 I / I i / I I I I / / / I / 1 - / ,SET RIM TO TOP OF AGGREGATE I / / Portland,OR 97204 / I I , / I I , / 1 / / 111 SW Fifth Ave.,sults zsoo TEMPLETON/ECEME'NTAIW SCH00� c ) I -'' ' ' I \� / / / I I / I / IE 4" OUT=257.96 N / / / / 0: 503.227.3251 www.koff.com 5-FORM LEGEND UTILITY LABEL LEGEND SHEET NOTES a SD STRUCTURE TABLE STORM LINE 63 STRUCTURE LABEL SEE SHEET C4.0 FOR ADDITIONAL SHEET NOTES AND LEGEND INFORMATION (� STORM LINE - NOT IN CONTRACT (N.I.C) UTILITY TYPE (SD=STORM DRAINAGE) STRUCTURE ID REFERNCE OFFSET g STRUCTURE TYPE CALLOUT 2. SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES ALIGNMENT STATION - � - � - FOUNDATION DRAIN 6.1 ID NUMBER (WHERE APPLICABLE) 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME �J CB-30 ROAD D 81+83.79 RT 29.79' - - - - - - - - ELECTRICAL CONDUIT F FRAMES AND AREAS OF WORK XX-XXXX k e y p l a n CB-32 ROAD D 81+12.16 RT 54.92' a STORM MANHOLE 6.1 X+XX.X RT X.X' LOCATION (WHERE APPLICABLE) 4. ALIGN CATCH BASINS ALONG FACE OF CURB WHERE CB-33 ROAD D 80+71.26 RT 29.76' IE IN = XX.X APPLICABLE COTG-1 ROAD D 79+38.09 RT 33.54' CATCH BASIN 61 RIM= STRUCTURE INFO WHERE APPLICABLE) phase BID & PERMIT ■ AREA DRAIN 61 IE OUT = XX.X ( 5. SEE SHEET C2.0 FOR HORIZONTAL CONTROL DATA. D COTG-2 ROAD D 79+60.95 RT 0.50' �31 6. SEE SHEET C4.6 FOR INTERIOR FOOTING DRAINS AND � - COTG 6J PIPE LABEL CLEANOUTS N MH-9 ROAD D 80+71.24 0.00' r- - - -- 4 5 date FEBRUARY 8, 2019 C%4 Ice) , I VEGETATED STORMWATER FACILITY 6.2 C6.2 UTILITY LENGTH CD L_ - -- -- revisions CD TIE IN-2 ROAD D 82+76.63 RT 48.41 FLOW DIRECTION ARROW UTILITY SIZE OUTFALL PROTECTION ri1 r �UTILITY TYPE 0 UTILITY KEY NOTES 6.2 Q ® DITCH INLET C8 C6.2 SXX.XX%XX" XX NOTE DESCRIPTION DETAIL REF. DINATE U WATER QUALITY MANHOLE C6.2 C6.2 U) 12SLOPE (WHERE APPLICABLE) DEPTH WITH STRUCTURANNECT TO L FOUNDATION RPLAN. A BACKWATER VALVE 61 OX KEY NOTES STRUCTURE TYPE CONNECT TO STORM DRAIN/ROOF DRAIN. SEE SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE CALLOUT DESCRIPTION DETAIL REF. NOTE DESCRIPTION DETAIL AS NOTED. AD AREA DRAIN TYPE 1 2/C6.1 UD CONNECT TO SLAB UNDERDRAIN project # 16055 LOCATE FOUNDATION DRAIN FOOTING PENETRATIONS 18' MIN. FROM BWV BACKWATER VALVE 12/C6.1 M 1 STRUCTURAL HOLDOWNS. SEE STRUCTURAL DRAWINGS. CB CATCH BASIN 1/C6.1 II UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, STORM PLAN 0 2 CONNECT TO EXISTING ROOF DRAINS. FIELD VERIFY INVERT AT POINT OF COTG CLEANOUT TO GRADE 3/C6.1 U.N.O. �� CONNECTION DI DITCH INLET 8/C6.2 acfl3 CONNECT NEW STORM LATERAL TO EXISTING STORM CONNECTION. FIELD FD FOUNDATION DRAINAGE 8/C6.1 Mo VERIFY LOCATION AND INVERT �SN CONTRACTOR TO POTHOLE AND FIELD VERIFY DEPTH OF WATERLINE. MH MANHOLE 5/C6.1 .2 SCALE 1 INCH = 20 FEET rnV ENSURE MIN 12" CLEARANCE FROM PROPOSED STORM STUB STUB 4/C6.1 C4m3 5 SHALLOW MANHOLE, SEE DETAIL 7/C6.1 oZ WQMH WATER QUALITY MANHOLE 6/C6.2 C,4J 6 LANDSCAPE AREA DRAIN, SEE LANDSCAPE SHEETS. UD SLAB UNDERDRAIN 2/C6.2 20 0 20 40 NCN SHEET NOTES 1 `�� �'�� 1. SEE SHEET INFORMATION C4.0 FOR ADDITIONAL SHEET NOTES AND LEGEND \ 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES / X10+00 \ 11+00 \\ a 12+00 - 1w- N,� � � � 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME 00 FRAMES AND AREAS OF WORK +�13�0 / 28 1 � � — vN 4. ALIGN CATCH BASINS ALONG FACE OF CURB WHERE + I / APPLICABLE 0 0 5. SEE SHEET C2.0 FOR HORIZONTAL CONTROL DATA. 4 I / / I 2�0 / 6. CONSTRUCT INTERIOR FOUNDATION DRAINS PER DETAIL 10/C6.1 / a 4 N I i - - k00 � IBI [A/4/ �� s w v / p/ 18 LF - 4" PERF. SD / / vv / / I ° 5=0.007 Dull Olson Weekes - IBI Group I \ / / Architects Inc. I I / i I -x / / / �� >�00 / / Lr) I I / C) 72 A 7 W Stark r Portland OR 97205 US 90 S Sta Street tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com I I �� q \ f RED PROFf oz/ones \ \ / ♦ �� / \� SIN S'r�0 / / 79701PE 9 l a+ 3 1 I I / // / / j � 1 � / / EXPIRATION DATE: 1717VV o 8"5S V �/ TW D OL / R I ! 34 LF - 4" PERF. SD J / ; 5=0.007v� v a I / SD INT COTG-14 � � v� / , \�r+� / / SIE 4" OUT=285.00 (NW) / \ o 70B �S�O / „ // 37 LF - 4 PERF. SD SD INT COTG 13 / / IE 4" OUT=274.00 (NE) ) / /// / // // Cn / SD INT COTG-15 — Ro / IE 4" OUT=274.00 (SW) ��� / 16 LF - 4" PERF. SD " 22 LF - 4 PERF. SD S=0.007 S=2.267 / / o / �/ / / / // 1// / O 27 F - 4 SD `��/ / / o // / /// ////// // // S=0.007 �/ O / i / / / / / / / cV / I 14 LF - 4"SD V ti 0 5=0.007 / / 3 ✓ // /// f 7 /iii 13 LF - o I / v/ � S=0.00% \ o co TR I �� • / , /// ////// �/ TRO � TELVI ® I x SD INT COTG-26 _ „o•` // /%///�/ /l // dj N SD STRC-350 � IE 4" OUT=277.00 (SW) IE 4" OUT=277.00 (NE) �� / //// // // / / / .� Q O ti ` m I / 27 LF - 4" PERF. SD / // // / / / / 5=0.007 CV M M ISI OCV Icv/ ( ICU U) � CO 0 / Cfl Lf) LO — / S`o00 /oG QST UD ��, �� � 20 F - 4"SD / 1 / // / / /j�//// — + 5=0.00% - 0 0CV - - 'n I 0,00 FRF S, 111 sw Flrtn Ave.,since zsao " Portland,OR 97204 VV 0: 503.227.3251 ■ - //I 80 V / / a / V oia / / / / // / /// — F:www.kpff.com www.koff.com 20 F — 4"SD G (7 I �• �v S=0.007 17 LF - 4"SD l ? �`� - - 5=0.007 _ 50+00 _ \V O l,wz"o Iw] o \ o _ a'.s —8"s k e y p i a n I I / �� �ry� �° ��$ �� v [ 1 - phase BID & PERMIT /� [SDI [S)IT— HR', Ro 0 5D0 , — I ^ � ^•^ "� I date FEBRUARY 8, 2019 revisions m M O O Cfl r r O d U U) 1-- L) o project# 16055 STORM PLAN �U a MD 66> SCALE OU 1 INCH = 30 FEET 4m6 r" O J 30 0 30 60 N Ll � 9N✓Y FO � FO FO FO I I l 0 8S5 855 FO FO O $.55 T C5 . 1 ' C5 . 4 ' ,- o w w w w w o o C 10+00 11+00 12+00 F-7 F91 00 *00 CID I r - - - - - - - - - 8 7-77► x00 lyJ ` IBI _ _ 1 / 76.X0 -.r / O NO CIVIL Dull Olson Weekes - IBI Group r \ \ SCOPE IN THIS I QD I Architects, Inc. PACKAGE \ \ 5 I 907 SW Stark Street Portland OR 97205 USA o I / ` tel 503 226 6950 fax 503 273 9192 o I \ 6xwww.dowa-ibigroup.com www.ibigroup.com c o / \ I I \ \ � � I RED PROFF 02/07/19 19701PE l DIGITALLY SIGNED oo7I I OREGON SW PEMBROOK "55 EXPIRATION DATE: 013VD r STREET - - - - � / - - - - -/- - - — - - - - - — — f- - � - - - - - � - - - - - - - - - - - - - - - - � - - - - - - � LF r / ` \ , TWAITY MIDDLE SCHOOL C5 . 5 o ° n O /r BID r I I 11J /// \ \ �X o NO CIVIL a / / I hl SCOPE IN THIS N Z Ir PACKAGE 71 >w 71 O o / _ ry ` \ ro °° - - - o N O V I moo T o f ^" e + coo 00 r / I CIO O +1 I co ~ + o I / a� s O O b - — IAIIIIIIIIIIIIIIIQOti [ \ C -10 M M L 5 I_ 00 / / 3 �_ moo to LO LO SW MURDOCK- 55 _ 3 _ Q / / *110 STREET Offw u [wl w Iwl Iw, I [w o u In Z' OI �' OHUI �V OHU OHU O _- yy + - - 5 5 'S 8-.SS 8"SS 8 SS N I SDI] [SD] C59 � . . . . . . . . . . . . � T / [w] n ❑ a 111 SW Fifth Ave., Suite 2500 po Portland,OR 97204 p O: 503.227.3251 I / F: 503.274.4661 Cr/ " o� _ l�_ _ . . . . . . . - _ www.ko(f.com I, [wl lw] _ r NO WORK IN 00 THIS AREA BUILDING 4 / / I k e y p l a n a \ 4— [G] _ — — — lcl— " I a p I �� ` ' phase BID & PERMIT o \ \ r \ I I � o` / I date FEBRUARY 8, 2019 0 1 [ ] wl revisions SHEET NOTES ' — �� I / ' � P ° � FP FP I d ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL \ I ❑ BE CONSTRUCTED PER DETAIL U 2. CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION AND I y I I ❑ INVERT ELEVATION AT PLUMBING POINT OF CONNECTIONS PRIOR o TO CONSTRUCTION. PROVIDE TRANSITION FITTINGS AS REQUIRED. 3. PROVIDE SOLID LOCKING LIDS ON ALL MANHOLE STRUCTURES I I \ � I I � °iETMEpL I � 4. PROPOSED STORM UTILITY IMPROVEMENTS SHOWN SCREENED © project # 16055— — — — M FOR COORDINATION. I ,r 1 0 ° E„� I UTILITY PLAN - OVERALL �C) 5. APPROXIMATE GAS LINE ALIGNMENT SHOWN FOR a� COORDINATION WITH OTHER PROPOSED IMPROVEMENTS. I _ _ o C, I °MHE^°LL CONTRACTOR SHALL CONTACT NW NATURAL TO �`r)c:) SCHEDULE INSTALLATION OF GAS SERVICE AND METER BY oa_ NW NATURAL CONSTRUCTION CREWS. MC5mO CSI J I SCALE 1 INCH = 40 FEET 7 C) TEMPLETON ELEMENTARY SCHOOL NW 40 0 40 80 C*4 1 t O I I I T T T T _ T — — T — _ TR� FO h LFO 2 \ QSJ PO FO FO FO FO FO FO FO UT FO � FO FO o I I —4"88 `5/ 8,.55-- n ?lN' I t� 8"55 I Q 12"SD 8"55 8"55� „ 00 I 8 55 — 8"Sc — — �S5 i 8"55 "5 8,.55 O O Si r I y ) W W W w w w w w w w w w ' _ _ _ (D I7-1 IBI Dull Olson Weekes - IBI Group \ \�� Architects, Inc. \ HL 11+00 12+00 \\�\ �\ �\\ 907 SW Stark Street Portland OR 97205 USA 10+00 — — — — I — — 2 — \\ \ \ tel 503 226 6950 fax 503 273 9192 3 ® \ \ \ \ www.dowa-ibigroup.com www.ibigroup.com �00 \ \ \\ oyo 13+00 I I D2/07/79 I o II r -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _ : I _ y PRO 79701 PE 9 9� Iluf DIGITALLY SIGNED � OREGON 4 I I � � .off �°�• l0 1p°� ,�o EXPIRATION DATE: 213VD o w a I- I �to I ZZ o 20 + o \ _ 0 o O O O N N 0 0 rn O CU CU rn O O co ICU CD I / S STUB-3 S co Lo I / IE 6"=268.58 \ S5 'So / MATCHLINE SEE SHEET C5.2 / 111 SW Fifth Ave.,Suite 2500 Portland, 97204 0: 503. 27 3251 F: 503.274.4681 www.ka/f com UTILITY LABEL LEGEND O UTILITY KEY NOTES O KEYNOTES SHEET NOTES o� STRUCTURE LABEL NOTE DESCRIPTION NOTE DESCRIPTION 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTE AND LEGEND Df INFORMATION. UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY S STRUCTURE TABLE SEWER, W=WATER, FP=FIRE PROTECTION) FP NOTED. TO FIRE PROTECTION SYSTEM. SIZE AS 1 CONSTRUCT SEWER MANHOLE. SEE DETAIL 5/C6.1 NOTED. SEE PLUMBING PLANS FOR CONTINUATION. 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. STRUCTURE TYPE CALLOUT 2 CONNECT TO EXISTING SEWER MANHOLE CONNECT TO GAS METER. CONTRACTOR TO REFERNCE OFFSET XX XX-XX �'-ID NUMBER (WHERE APPLICABLE) G COORDINATE WITH GAS COMPANY. SEE PLUMBING 3 FIRE HYDRANT PER PUBLIC IMPROVEMENT PLANS 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES k e y p I a n STRUCTURE IDPLANS FOR CONTINUATION. AND AREAS OF WORK. ALIGNMENT STATION N=XXXX.XX 4 GREASE INTERCEPTOR SEE PLUMBING PLANS E=XXXX.XX LOCATION (WHERE APPLICABLE) S CONNECT TO WASTE LINE. SEE PLUMBING PLANS STUB-3 ROAD A 18+05.21 RT 143.74' RIM= FOR CONTINUATION. SIZE AND INVERT AS NOTED. 5 INSTALL FIRE DEPARTMENT CONNECTION. SEE 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS phase BID & PERMIT IE IN = XX.X ��STRUCTURE INFO (WHERE APPLICABLE) W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING DETAIL 11/C6.1 AND TEE FITTINGS PER DETAIL 14/C6.1. IE OUT = XX.X PLANS FOR CONTINUATION. SIZE AS NOTED. 6 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND PIPE LABEL II UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, VAULT FOR IRRIGATION. SEE DETAIL 2/C6.3 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. U.N.O. (fate FEBRUARY 8, 2019 C14UTILITY LENGTH 7 ADJUST STRUCTURE TO FINISHED GRADE M C) UTILITY SIZE revisions CD UTILITY LEGEND XXLF - XX" XX —UTILITY TYPE J S=X.XX% SLOPE (WHERE APPLICABLE) STORM LINE a SEWER LINE o U STRUCTURE TYPE — FOUNDATION DRAIN AC LLO TT DESCRIPTION DETAIL REF. COTG CLEANOUT TO GRADE 3/C6.1 ELECTRICAL CONDUIT FDC FIRE DEPARTMENT CONNECTION 11/C6.1 FH FIRE HYDRANT Q GM GAS METER GV GATE VALVE 9/C6.1 project# 16055 N MH MANHOLE 5/C6.1 o TB THRUST BLOCK 14/C6.1 UTILITY PLAN CD HB HORIZONTAL BEND mco aCID LO� v o &i!_NI C5m 1 0 SCALE 1 INCH = 20 FEET oZ 1w 20 0 20 40 04 SS � SSI I / MATCHLINE SEE SHEET C5.11MOM � I a� <F S COTG-4 00 4,71 / / \ \�4 S 1P' I I I \\ J TW41TY MIDDLE SCHOOL ''` S, 8S 4o9 !! S MH-4 1 74.01 E! 8"�N=267.98 (NW) • , '`\ \ ' \\ IE 8" OUT=267.78 (SW) r� 01 IBI Dull Olson Weekes - IBI Group \ / Architects, Inc. 907 Sw Stark Street Portland OR 97205 USA TR GOI h. \\ tel 503 226 6950 fax 503 273 9192 / www.dowa-ibigroup.com www.ibigroup.com 0 02/07/19 q51 N f F /0�9 79701 PE -V l DIGITALLY SIGNED 0 EXPIRATION DATE: 1]/.91/19 � o I w0 / 6S i 26 \S TRo TR i p0 TELVLT NX 8 LF - 60S S� \ E° 4 LF - 6"S \\`S=4.36% 4369 S S=33.94% S S STUB-2S S STUB-4 I I °' // NGAS GM-1 G IE 6"=280.00 IE 6"=272.25 \ 3" \ / W GO PW STUB-1 4 4" \\ ICV ° /, 50 LF-3"GAS \ _ \'oo / FP FP STUB-1 '`\ I RIM=275.50 O 3 6" IE 6" IN=267.60 (NW) 1 \ + IE 8" OUT=266.99 (S) �+ 0 U \ \ � N /'5 LF - 6"S / 24 LF-4"W \\ I (� = I S=33.94% �� 18 LF - 6"S \ ° o G osr " S=3.50% Q ° W DCVA-01(IRR) 32LF-4 W 1 I I [w] [N1 // / S STUB-1 0 41 LF-6"FP / S IE 6"=282.20 / I I O ,� o G zz=jt0 U N O ti 4 LF-2"W /Z 4 LF-2"W // \\ / o J �� V O \ / �' do -� 2 � � }+ ccs FP FDC-1O `\\\\ `\\ '\\ / , \� / `\\ I� °Icv v> \ \ oy I H Oj S MH-1 \ \ \ y / d � / \\ / (� } / " RIM=285.73 \\\\\ / / //� \\ / I / S EX-MH-2 2O �_ j IE 6 IN=277.51 (NE) \ \ \ / // Ro / IM= 76 IE 6" OUT=277.31 (SE) 770 \\ \\ \�� / / \ / r CONNECO TO EXISTING � \ °I� �O �O 5) i / � \ \ \ \ / o \ / 1 IE 8" IN=265.96 (W) IE IN=265.96 (N) IE IN=266.56 (SW) .~ L 50+00 \\\�\ / // !! to EX IE OUT=265.76 (E) ICU M CO 49 LF-4"FP - -� - _ I° !! -141 LF - 6"S _ RIM=273.27 S1 !! / IE 6" IN=266.70 (NW) `� S=3.50% S MH-5 0 !! O S STRC-460 IE 8" IN=266.31 (N) FTTO % 1 _ IE 8" OUT=266.21 (E) - -®- u RIM=279.72 RIM=275.00 wvL oHu IE 6" IN=273.47 (NW) -- IE 6" IN=268.33 (W) --� w [W] [w [W] N] [w] [W] [w] [W1 w] [W1 ] N [W] Iw] w] W] gnu IE 6" OUT=273.27 (E) IE 6" OUT=268.13 (SE) o 1 U + HOHU OHU O IwI OHU OHU OHU OHU OHLI -oQHU OHU OU H OHU U _ O I _ _ to - - - - - - - - - - - 41 LF - 6"S 64 LF - 8"S O O S 8"55 8"55 8"S5 81ISS 81'55- l 0 5 S=0.40% =3.50% - - - - - - - - - - - - - - - 1 I I + 111 SW Fifth Ave.,Suite 2500 Cli Portland, OR 97204 \ I I O: 503.227.3251 MATCHLINE SEE SHEET C5.3/ F: 503.274.4681 N. \ I I www.koff.com UTILITY LABEL LEGEND O UTILITY KEY NOTES O KEY NOTES SHEET NOTES S STRUCTURE TABLE FP STRUCTURE TABLE N1.LABEL NOTE DESCRIPTION NOTE DESCRIPTION 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTE AND LEGEND INFORMATION. REFERNCE OFFSET REFERNCE OFFSET UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY C:) STRUCTURE ID STRUCTURE ID CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS 1 CONSTRUCT SEWER MANHOLE. SEE DETAIL 5/C6.1 -- co ALIGNMENT STATION ALIGNMENT STATION SEWER, W=WATER, FP=FIRE PROTECTION) FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. 2. SEE SHEET COA FOR ADDITIONAL CONSTRUCTION NOTES. STRUCTURE TYPE CALLOUT 2 CONNECT TO EXISTING SEWER MANHOLE COTG-4 ROAD A 18+05.18 RT 76.49' FDC-1 ROAD B 50+46.82 LT 22.29' CONNECT TO GAS METER. CONTRACTOR TO i ID NUMBER (WHERE APPLICABLE) G COORDINATE WITH GAS COMPANY. SEE PLUMBING 3 FIRE HYDRANT PER PUBLIC IMPROVEMENT PLANS 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES k e y p I a n MH-1 ROAD C 71+25.64 RT 15.83' FH-1 ROAD B 50+46.42 LT 29.50' XX XX-XX PLANS FOR CONTINUATION. AND AREAS OF WORK. N=XXXX.XX � -1-LOCATION (WHERE APPLICABLE) CONNECT TO WASTE LINE. SEE PLUMBING PLANS 4 GREASE INTERCEPTOR SEE PLUMBING PLANS Q MH-2 ROAD A 21+38.02 LT 3.00' STUB-1 ROAD C 71+96.65 RT 26.55' E=XXXX.XX S FOR CONTINUATION. SIZE AND INVERT AS NOTED. 5 INSTALL FIRE DEPARTMENT CONNECTION. SEE hase BID & PERMIT RIM= 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS p U MH-5 ROAD C 71+25.74 RT 125.56' IE IN = XX.X ��STRUCTURE INFO (WHERE APPLICABLE) CONNECT TO COLD WATER SYSTEM. SEE PLUMBING DETAIL 11/C6.1 AND TEE FITTINGS PER DETAIL 14/C6.1. IE OUT = XX.X W PLANS FOR CONTINUATION. SIZE AS NOTED. 6 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND STUB-2 ROAD C 71+96.74 RT 15.88' PIPE LABEL II UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, VAULT FOR IRRIGATION. SEE DETAIL 2/C6.3 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. (fate FEBRUARY 8, 2019 GAS STRUCTURE TABLE U.N.D. Q STUB-3 ROAD A 18+05.21 RT 143.74' UTILITY LENGTH 7 ADJUST STRUCTURE TO FINISHED GRADE F- STRUCTURE ID STUB-4 ROAD A 19+68.63 RT 91.89' REFERNCE OFFSET UTILITY SIZE UTILITY LEGEND revisionsM ALIGNMENT STATION i XXLF - XX" XX --UTILITY TYPE C) GM-1 ROAD B 51+94.99 RT 80.34' S=X.XX% -SLOPE (WHERE APPLICABLE) STORM LINE SEWER LINE STRUCTURE TYPE ALC LOUT DESCRIPTION DETAIL REF. FOUNDAl10N DRAIN W STRUCTURE TABLE COTG CLEANOUT TO GRADE 3/C6.1 - - - - ELECTRICAL CONDUIT U) FDC FIRE DEPARTMENT CONNECTION 11/C6.1 F- STRUCTURE ID REFERNCE OFFSET FH FIRE HYDRANT W ALIGNMENT STATION GM GAS METER project# 16055 45' HB-01 ROAD B 51+27.96 RT 55.53' GV GATE VALVE 9/C6.1 MH MANHOLE 5/C6.1 DCVA-01(IRR) ROAD B 51+29.55 RT 51.98' TB THRUST BLOCK 14/C6.1 UTILITY PLAN 20 STUB-1 ROAD B 52+02.73 RT 126.06' HB HORIZONTAL BEND a� oXm TEE-01 ROAD B 51+23.92 RT 55.72' �J C5m2 SCALE 1 INCH = 20 FEET �U 0 N W 20 0 20 40 Cfl J N LJ _ o I OHU 4b SO - OIIU U HU 00 M S 8"SS 8"55 8"SS 8"SS 8"SS 8"SS 8--SS 8"SS 8"SS 8 S MIL--`-- 8"5S 8"SS 8"SS –�": 8"SS- 8"55 'S5 8"SS 8"SS 8"SS — 8"55 —8"55— (00 ( ° NL — — — — o MATCHLINE SEE SHEET C5.2 / �' ISD1 ISDJ I5 1 D1 [SDI h1�1 —[sDl� ISD] [SDI / // 3 HB RD D D D J / I Iwl [ [W�= B — WW1 O G OTB Rp H—TI HBr Cb , o IBI lb 11 I �� / Dull Olson Weekes - IBI Group / h5 / - Architects, Inc. / [w] � IW] OI`V o o C14 907 SW Stark Street Portland OR 97205 USA \G\ o Hg tel 503 226 6950 fax 503 273 9192 yy / ° www.dowa-ibigroup.com www.ibigroup.com RD PRE-K / DISTRICT BUILDING1-0 V � ho / U RD / — — —.� / ,\�<LEDPROFFssio2imns / 4- 1 e Um e c I OCO `oma / / ���\S�`79701FE�9Oyy! P RD DIGITALLY SIGNED S 4\ ICV IF IXPIRATION DATE: Yt/J1/1! ` \ I \ / I )D--- [w] HB \ I Iw] \ HB ` ° / RD RD I / J [w� IV�1 W] [w] Vl [W� o o` / Co FP Ff� �FP F FP FP F cRD Fn CID / / ❑ / / 7 }+ RD " D EC CD O ICv ❑ � l I V ICV O°ICV l O yon l tiRDO �� O ti _ .-_+ -2 CU z O Ca 1= O TETHERBALL -a N QC3 ti \\ 0 O O TETHERBALL r T 1 — C 1 2� p M M 1 o TETHERBALL / C.0 LO 1117) \'\ I I 7 111 SW Fifth Ave.,Suite 2500 TEMPLETON ELEMENTARY SCHOOL Portland, 07.97204 3251 O: 503.227.3251 F: 503.274.4681 www.koff.com UTILITY LABEL LEGEND O UTILITY KEY NOTES O KEYNOTES SHEET NOTES STRUCTURE LABEL NOTE DESCRIP11ON NOTE DESCRIPTION 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTE AND LEGEND DJ UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY INFORMATION. SEWER, W=WAIER, FP=FIRE PROTECTION) FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS 1 CONSTRUCT SEWER MANHOLE. SEE DETAIL 5/C6.1 NOTED. SEE PLUMBING PLANS FOR CONTINUATION. 2. SEE SHEET COA FOR ADDITIONAL CONSTRUCTION NOTES. STRUCTURE TYPE CALLOUT CONNECT TO GAS METER. CONTRACTOR TO 2 CONNECT TO EXISTING SEWER MANHOLE XX XX-XX ��ID NUMBER (WHERE APPLICABLE) G COORDINATE WITH GAS COMPANY. SEE PLUMBING 3 FIRE HYDRANT PER PUBLIC IMPROVEMENT PLANS 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES k e y p I a n PLANS FOR CONTINUATION. AND AREAS OF WORK. N=XXXX.XX 4 GREASE INTERCEPTOR SEE PLUMBING PLANS E=XXXX.XX LOCAl10N (WHERE APPLICABLE) S CONNECT TO WASTE LINE. SEE PLUMBING PLANS RIM= FOR CONTINUATION. SIZE AND INVERT AS NOTED. 5 INSTALL FIRE DEPARTMENT CONNECTION. SEE 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS phase BID & PERMIT IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING DETAIL 11/C6.1 AND TEE FITTINGS PER DETAIL 14/C6.1. IE OUT = XX.X PLANS FOR CONTINUATION. SIZE AS NOTED. 6 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND PIPE LABEL II UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, VAULT FOR IRRIGATION. SEE DETAIL 2/C6.3 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. U.N.O. date FEBRUARY 8, 2019 UTILITY LENGTH LENGTH 7 ADJUST STRUCTURE TO FINISHED GRADE C) F�—UTILITY SIZE UTILITY LEGEND revisions 1 XXLF - XX" XX —UTILITY TYPE O S=X.XX% SLOPE (WHERE APPLICABLE) STORM LINE CL SEWER LINE STRUCTURE TYPE U CALLOUT DESCRIPTION DETAIL REF. FOUNDATION DRAIN COTG CLEANOUT TO GRADE 3/C6.1 ELECTRICAL CONDUIT FDC FIRE DEPARTMENT CONNECTION 11/C6.1 FH FIRE HYDRANT GM GAS METER GV GATE VALVE 9/C6.1 project# 16055 N MH MANHOLE 5/C6.1 C) TB THRUST BLOCK 14/C6.1 UTILITY PLAN C:) HB HORIZONTAL BEND �C.0 aCID m� Loc:> &iC5m3 M0 SCALE � 1 INCH = 20 FEET CZ 0 NLLI Cn� 20 0 20 40 04 LL BACK OF WALK BLDG., FACE, OR OBSTRUCTION VARIES 2 0--1 W W W W INSTALL 3/4" x 18" 8' TO 12' ` DOWEL ANCHOR, TYP. PAVEMENT SECTION EX. AC AREA a IF X > 'Cli SAWCUT, WHERE 1/2" DENSE GRADED, APPLICABLE 6' IF X < 4' (U N.O.),' :;, W W W W W W I LEVEL 2 HMAC \ EX. AC (TYP. BOTH SIDES) VERTICAL W W PAVEMENT A y CONCRETE CURB 3'-4"R \\ I - - M�N• \ \ 6" J• •✓ J• y � 6» \ J• .L W W .L Y 00 W W W W Y o M DETECTABLE I N 12 - X 2' 3"R " r7 W W W W W W 6 U .o WARNING a \ . 1 N 2 (WHERE 00 \ \ EXISTING SHOWN ON W W J W W 6' / I \ PLAN ogSgo°oSgogBgSoogaooga W W BASE COURSE J ° 0000 ° ° ° ° � BASE COURSE 0000°°° ° °°°°°°°°°° �2' 1'-0" I N �9• -1 - - _ \//\\//\//\\//�\//\�//\\// o°o°o°o °0 0 0 0 0 0 W N• •Y •Y W 10% MAX. 00 DRAINAGE W V• W W J• 2'-6" .- I 0 0 0 0 0 ° ° ° ° °°°o° DRAINAGE °°°°°°°° ° ° °°°°°°°°°°° 2'-10" 2'-2" 1 � I I SLOT, TYP. 6'-0" -I� SEPARATION FABRIC COMPACTED EX. SUBGRADE i,l SUBGRADE DEPRESSED } NOTES: r� CURB AREA `i kF 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM To MANUFACTURER'S PRODUCTS TABLE A: SECTION DIMENSIONS N , ' I I APPROVED BY ENGINEER. EDGE of RAMP TO PLAN 4" CONCRETE + PRECAST CONCRETE WHEEL STOP HEAVY MEDIUM LIGHT BE FLUSH WITH AC SIDEWALK = 3' 4"R � 6 SCALE: NTS AC SURFACE 5" (2 LIFTS) 4" 3" PAVEMENT m SECTION X, d <' < Dull Olson Weekes - IBI Group 8.396 3" EDGE OF AC PRECAST 6 14" 12" 8" Architects, Inc. = PARKING LOT BASE COURSE •� N z'-s"R ADA 8 CONCRETE C6.0 N = p WHEEL STOP SwA IGN C2.7 (WHERE BASE MATERIAL t APPLICABLE) 1 TYP. ASPHALT PAVEMENT SECTION 907 SW Stark Street Portland OR 97205 USA COMPACTED I 1 SCALE: NTS tel .d wa- 6gro0up.com fax www b3 rou .com T _ III- SUBGRADE N www.dowa-ibigroup.com r g p. I SECTION 'A' m 15 CURB RAMP - TYPE 3 2 -6" 11-0. #4 REBAR AT 24" OC, 6" THICK PORTLAND SCALE: NTS 2'-2" EACH WAY CEMENT CONCRETE 3" 0,97 PROFESSoao7ns 2' (TYP.) J d , 01 PE 9 9l v a- NOTES: < Z °0 0o po,o°o'°D o°000.°°o° °o o'o 00.00 ee°o'o 00 °°°o°0 0o pp•oo °° 4" WHITE ° °o ° °o°° w 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM to v a o;o ° eo•eo o° ° ° ,°o° °°o ,o °o ° o•°o ,p ° °o•eo e° DIGITALLY SIGNED = Z.Q o J o °'0 0 'o ° o o D o° . 0 0'. o 0 0 0 .o o00 0 0 oa 0 •o o < a °0' ° • ° ° °0 ° . °° 0 °0 . ° a °o ° ° 0 °D . 000. OREGON MAX. TC= �p TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER STRIPE TYP. 4" WHITE - Q_ w _ _ _ _ _ 0 2. STRIPING MATERIAL TO BE THERMAL PLASTIC OR OTHER 12" STRIPE (TIP.) o N III-I -I I-III-III-III I (, I I-III-III=III=III-III III, p9U� to >O�Oyo ° 24" uo HEAVY-DUTY MATERIAL THAT WILL HAVE RELATIVELY ao =1 I-ITI=1 I 1=I 11= MARK z M ¢ LITTLE MAINTENANCE. + EXPIRATION DATE 12/31/19 a 3'-2" COMPACT 6" OF BASE COURSE a0- CONCRETE C6.o DIRECTIONAL ARROWS z '� SUBGRADE SEPARATION FABRIC Of w CURB-STANDARD (5:1 36' 1 ° ° ° SCALE: NTS 1 NOTES: !n °°°°°oo°°00000 °,° m 1. JOINTS: oS000%0%00000%000%o - CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. °,°,°,°,°,°,°,°° ANGLE ORIENTATION ADA DETECTABLE FOR FIELD LAYOUT I - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF WARNING TILE 12 TOP DIAMETER OF 50% VAN C -1 TANGENCY AND AT ENDS OF EACH DRIVEWAY. - 65% OF THE BASE 12" 10" 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. DIAMETER T f j z w X o A 0.2" R=�6" 9' TYP. I s' (s' VAN), TYP. 9 STD STALL 2 VEHICULAR CONCRETE PAVEMENT SECTION ---���III------ 8 COMPACT STALL- SCALE: NTS 2.0% w 1.6"-2.4" + (U.N.O.) (U.N.O.) (SEE PLAN) m o MAX. OO OO OO �kz" BLUE ADA SYMBOL AND "VAN" PAINTED o ADA LOADING SIGNr6 0 0 OO OO } BACKGROUND ACCESSIBLE TEXT SHALL SYMBOL (OPTIONAL) AT COMPACT 6" R= " 0.9-1.4" OCCUR ONLY AT STALLS STALLS o OO OO OG SHOWN ON PLANS R-Y4" BACKFILL CURB 0.65" LCONCRETE ANCHOR TYPICAL PARKING LAYOUT VERTICAL MIN. SECTION 'A' ASSEMBLY (X) 7 PAVEMENT CONCRETE SCALE: NTS III- °°°°°°°'°°°'°'°'°'° CURB NOTES: E a :•.. - L �`�°�`�°��°�°°°�o� 1. DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND DETAILS AND TO THE " ' ' z °°°°°°s °° �p . FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE WARNING SHALL BE 16" UJ a LOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER POTENTIAL HAZARD IS 6 a o M a ADA DETECTABLE To 8 INCHES FROM THE CURB LINE OR OTHER POTENTIAL HAZARD. fr w 100 m WARNING TILE(-1_2 C6.0 2. DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2' WIDE NOTES: ° '�o o° 0.`0`x- 0 3. MANUFACTURER OF DETECTABLE WARNING: WHITE BARS o o - 4" OF SUBBASE TC=TP ARMORCAST CAST IN PLACE DETECTABLE WARNING PANELS VARIES F� 1. STRIPING TO BE THERMAL 9 �I COURSE 0 N SEE PLAN PH: (818) 982-3600 - ARMORCASTPRODCONCRETE .COM PLASTIC OR PAINTED. Q v w 2.0% S DEWALK COLOR: SAFETY YELLOW U N OR APPROVED EQUAL TIT 2. STRIPING MATERIAL TO BE NOTES: ti i0 MAX. THERMAL PLASTIC. 1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. V) - - DETECTABLE WARNING 0 12 I 3. SEE DETAIL 9/C6.0 FOR 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT A � ACCESSIBLE PASSENGER LOADING ZONE SCALE: NTS 2' I� �I f�3' TYP. PAVING TRANSITIONS EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF v/ }i 16 EACH DRIVEWAY. C6 C SCALE: NTS nnnnnnnI 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE 1 CURB AT BACK OF RAMP LANDSCAPE AREA SHOWN OR AS DIRECTED. mo TO RETAIN GROUND TC=TP R CROSSWALK STRIPING 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS �� Q CD ~ ' TC=TP CONCRETE `' SCALE: NTS APPROVED BY THE ENGINEER. t � CD 9 W SIDEWALK CONCRETE CURB - STANDARD >+ v6" CURBW W y I W W W W ✓ W W W W W V J. C3) • M U) coM EXP. i -: NTS � � � d• I' • ' . ' j w VEHICULAR CONCRETE HMAC WEARING COURSE LEVEL 2, (a O M M PAVEMENT, SEE DETAIL 2/C6.0 1 2" DENSE, 2" DEPTH SEE NOTE 0) LO O O 30" SEE PLAN - I / ( ) _ o a o a ¢ CO LO LO o a TRANSITION ASPHALT c i 8.3% N 7 8.3% a N � TO CONCRETE `; MAX. o°o°o°0 °e°o°o°o MAX. to _ - COLD PLANED PAVEMENT REMOVAL 0 00 00000000 8° w ASPHALT SECTION, EXISTING HMAC -\ ogoo °eog°°°° °g 2' rn " LIMIT (DEPTH= 2") o°°eg°g°g°gog o 1.5 SEE DETAIL 1/C6.0 PAVEMENT TO REMAIN FREE EXIT LOOP • • I ' . ' SENSOR IN ROADWAY ° ' T} . d ' e • I d ,.. A e 0 0 0 C� 4' MIN. e o 0 0 o o eo' o ° ° 6" CURB 6' MAX 6' MAX 6" CURB o• °o f 22 .o e0' oD' o 2 S o eo• 0 00 ' o° 00' o e0 o eo' o o 0 o O 00 o e0 • 0 00 ' o 0 o e0' o 0 00 o e0• eo• o 0 0 0 D' 00 o 00 o o 00 o 0 o e0' 0 00 0 CURB EXP. RAMP EXP. - o 0 0' o RAMP 0" eo• ° o • EXP. e e o --- o 0 0' o eo' o° 0 0 0 o o o ° o 00• 0 0' o e0• Ave., 2 RESET LOOP IN 0 0' 1115W Fifth e. Suite 500 ESE - 'o 0 00' o oo' .o 0 00'°0' .o 00' .o 0 00'0 I °'°0 ' o °° ° o °D o0' o eD o o °000• . o ° • - - 12 oo e o .o o e o ,o e o .0 0 0 0 . 0 0 0 .o Portland,OR 97204 ROADWAY TYP OF 2 1 ADA DETECTABLE III-II _I :i; .�� II-I .o o e0 eo. oo .o 0 00 o •0 0 00 .o ao o .4681 • � 6.0 1= -e••-I•I•I-• -I _ iii 00 0 00 • . o o° o "D .0 00 .0 00 0: 503.227.3251 momWARNING TILE e III-III-I -LI l-III-I LI-I Ifi-I I . -I -I =I'LL- _- = FREE EXIT LOOP•. . ' I . III, II I II ,III ,III-I 1-III-� I �-III-1 I -1 I �-III-III F:www.kpff.com SENSOR IN ROADWAY . ' CURB RAMP - TYPE 1 -III-i www.kDfE com • • • COMPACTED BASE COURSE EXISTING BASE COURSE 13 SCALE: NTS SUBGRADE SEPARATION FABRIC • I .� .I EXISTING SUBGRADE \ I. I • I ' • I. I 7 . VARIES NOTES: NOTE(S): TO 12' 1. CONSTRUCT JOINTS PER LANDSCAPE DRAWINGS. WHERE POSSIBLE, CONSTRUCT HMAC WEARING COURSE INTEGRALLY WITH HMAC WEARING 4' S' IF X > 4' 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. COURSE ON ADJACENT PAVEMENT. ` RESET LOOP IN jo . . I BACK OF WALK TYP BOTH SIDES X 4 ASPHALT PAVEMENT SECTION - MILL & OVERLAY ROADWAY, TYP OF 2 I ( ) ' -+ , BLDG., FACE, OR A CONCRETE CROSSWALK \ N OBSTRUCTION ! 9 SCALE: NTS k e y p l a n SCALE: NTS CD I hase BID & PERMIT DETECTABLE 0 X p 6@10 WARNING 11 ENTRANCE GATE PLAN EXIT GATE PLAN (WHERE 00 m SHOWN ON 6' PLAN 000000 00000000000e0000 date FEBRUARY 8, 2019 ° ° O ° o ° O O 000 ° 2, M o°8 0°0°°00000. 0 0 0°0 ° O O°O° °°o ° O O ° 0 10% MAX. o ° ,0%°8, 10% MAX. coo °°°°°°°°°°°°° °°°°°°°° revisions 0. O O O ° 0 0 0 0 ° ° O 6" 0.0.0.0_°_°_ ACCESS CONTROL 4'-0" GATE, 20' ARM CARD READER STATION 3 GATE ACTUATOR BOLLARD TYP C6.? DEPRESSED o Q CURB AREA U_ PHOTO EYE REFLECTOR PLAN ° o iii T EDGE OF RAMP TO 4" CONCRETE CONCRETE, TYP PAVED o BE FLUSH WITH AC SIDEWALK +'' } 00 ROADWAY I D .° � FINISHED GRADE I M PAVEMENT ° .. .. R '00•°0.0 ° °00 °0 Q 1O 4 SECTION 8:3%"M x d ° 0•°0, i o" 3 PHOTO EYE FOR r-- o ,°. ,° Q o , e° eD •° . o o°°o °D ,D.° ° o PEDESTRIAN & ?.i ES ° ° ' ° . ° - °e BICYCLE TRAFFIC, �� project # 16055 coN (3) #4xCONT TYP EACH SIDE _- NOT o - BASE MATERIAL 1. CONSTRUCT STANDARD CURB WITH TRUNCATED 1/2" CURB DETAILS 2'-0" 24'-0" 2'-0" -_ I I- EXPOSURE. O III COMPACTED �� SUBGRADE 2. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% Na-CD SECTION A SECTION 'A' UNLESS OTHERWISE SHOWN OR AS DIRECTED. 1 C-4 M 0- C6mO 661 17 ACCESS CONTROL GATE 14 CURB RAMP - TYPE 2 1 O NOT USED 5 FLUSH CURB - 0" EXPOSURE Nw SCALE: NTS SCALE: NTS SCALE: NTS Co J SCALE: NTS N LL CONSTRUCT TOP SIMILAR TO STD. CLEANOUT PROPOSED PAVING OR MATCH :---------- MANHOLE FRAME AND GROUT FRAME, TYP. CONCRETE COLLAR. �J PAVED UNPAVED 3000 PSI CONCRETE EXISTING PAVEMENT SECTION AT ------; COVER AS SPECIFIED HEAVY DUTY 28" MIN STA. OFFSET WHERE CUT AND PATCH LOCATIONS AREAS AREAS LAWN OR LANDSCAPING FINISH GRADE SQ. TRAFFIC GRATE. ADJACENT TO CURB OMIT IN NON-TRAFFIC PER PLAN AREAS OR WHERE EXISTING SAWCUT -� - RIM=PER PLAN CONFLICTS WITH CURB .... ............ ........... PAVEMENT LINE DETECTABLE - 6" MIN. #4 REBAR LOOP "'_' "' GRADE RINGS WARNING TAPE 26" •. TYP. MAX. 3" MIN. PAVEMENT RESILIENT SEATED 7 11 ° ° ° °° .g o ••�y° s ° ° e° ° °�\\�j�� \� 4" PVC GATE VALVE. SIZE AS 12" MAX. ° .;,'• °° e° ' /\\/ } SHOWN ON PLANS. I T- Li08 PIPE SIZE AS 25" 6w a• J \ \/\/ ° ° o' ° ° ° / �� \ Q ¢ SHOWN ON PLANS " a 12" J a v r \ \ . a LADDER \ MIN. d Z w U ¢ %\//\ :oo°o C°o'•0>'°'�Y/��// // //\//> a o RUNGS, ♦/// oz w m v %\%\\ o ^00` ^0" \\j\\j\ \ cn cn O w 12" OC, �// WES GREASELi \. M \\�\\ o�vova:o'por �������� \\�1 a GATE VALVE j TYP. PRECAST SECTIONS, \% TRAP W/ ° .° • 9 4J ° '•° o : '•° SCALE: NTS HEIGHT VARIES. SEE ��/ HINGED LID PIPE SIZE .o = J \// o^°o :o ° °oe TRACER WIRE w 48" NOTE 1. \\/ 6" \ \/\ /\ o_ i\/\ PER PLAN Z w 12" \//\\ e°�O•oa°o�eoe°o�;o'•o'e°e`o•oc//\\� Xi MIN. � \ Li \/ °e °• oo°o .,°••°o .;,• / Y - PREFORMED �y r1 Z o' \/\\ ^°o o ° o° °, e° -:0,-0: /\\y V MANHOLE BASE. Q /\\\� GASKET SEE NOTE 2 /� M N. ME- IE PER 22 �a I U I PLAN NOTE 2 I I D/2 \/\\ ,°opo ° ° °oo°eoo \\/\ a NOTE 3 ���/ 24" o \\/X\ :*.*,!0.:.*-.0 SQUARE•,e a o //\\j% - -_ - - -._ - - - - I - //\ SQUARE \\; Dull Olson Weekes - IBI Group . o o \/\ . o ° •;o'• ° • 0'•0° .;,'°° I --y O �// / ENGINEERED FILL /\// °o• ° °o •°>°° •e°'•° .°o //\� - - - -- - - - - - 1 \ / Architects, Inc. /�i/� I I I I-I I -III-III-III 11'r�rr :... •.•- .;. .,, ... `III=1 I I I I I-1 1 I I I ;,:.; ,e:; .;•; c•;°: \ \ \ 907 SW Stark Street Portland OR 97205 USA ::� i. . ::�•: ;::. �»+� -8" BASE ROCK \ \ \ 6" D I-I 6" NOTES: ....~ - •-~"---•. .... •.:.-.. .. ..... .... . //,\//.\/�\//,\//.\// tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com MIN. MIN. 1. ALL PRECAST SECTIONS SHALL CONFORM To REQUIREMENTS OF ASTM C-478. SECTION TYPICAL PIPE BEDDING AND BACKFILL NOTES: 13 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH SCALE: NTS BASE DETAIL 6/C6.1. CONTRACTORS COMPACTION EQUIPMENT. 40 MIN. MIN. 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL PERFORATED JOINT WITHIN 18" OF MANHOLE VAULT. BASINS OR APPROVED EQUAL. DRAIN PIPE. ° ° o °': n " PROF, ° 7 '19 SEE NOTE 1 °°° °°•° STANDARD MANHOLE °° ° a • TRAPPED CATCH BASIN ��REuss, z,° •o ; [ O •o ': :+ ; SCALE: NTS SCALE: NTSINfF9 �y9! o °o• .o° o°.o°°' ��. :�•:: ::i•: 79701 PE =417 o• =o ° •a I-1II_-I I MEDIUM DUTY 15"f DIGITALLYSIGNED EACH AREA IS Y2 OF Ya" PLYWOOD ;o.° `o o°° 'o TABULATED TOTAL OVER FACE OF °' °0 II SLOPE SHELF 1: 12 AREA BOLTS WRAP DRAINAGE FABRIC 0 o ro:8" MIN. ALL AROUND OREGON °° °�_�,°e° SQ. TRAFFIC GRATE. AROUND ALL SIDES, 12" ° °ea . ° ° ' ° I - TOP OF PAVEMENT RIM=PER PLAN q MIN. OVERLAP . •• SMOOTH FINISH (WHERE U� MARKOFO I � I - APPLICABLE) TOP OF GROUND "' CHANNEL TO 3/4 1" (WHERE APPLICABLE) j DRAINAGE e .. a . n .:.'.' I ` 1 VERTICAL HEIGHT EXPIRATION DATE: W309 A. I=11 TEE PLUGGED CROSS WYE PLUG OR CAP FILL a �` OF PIPE - T PIPE SIZE _ 1 NATIVE SOIL OR - ENGINEERED FILL PER PLAN 4'. STRUCTURAL -. A2 FI LL - / - 3" BEND PLUGGED CROSS TEE NOTES' J \ NOTE 1 -W 12" 1. LAY PERFORATED DRAIN PIPE LEVEL OR SLOPED IN DIRECTION OF FLOW. " -E PER 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. -TYP SLOPE MIN., % 12 \ PLAN 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. COORDINATE INTERIOR CLEANOUTS WITH PLUMBING PLAN. j 4 COMPACT SUBGRADE ,\ _ _ =III_ ✓\/` 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN INTERIOR FOUNDATION DRAIN NOTE: ENCIRCLED ON THE PLAN; e.g. ® INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. O SCALE: NTS 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTES: }� INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST NOTE 1 1. BASED MAY BE PRECAST OR CAST IN PLACE. TRAPPED AREA DRAIN V PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) STATED IN THE 2. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. SCALE: NTS " L SPECIAL SPECIFICATIONS. -�� 3. CONCRETE SHALL BE COMMERCIAL GRADE. I 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE - FLOW HARD SURFACE I LANDSCAPE AREA ' - PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS �`�^ 4. CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH SLOPES AND RAIDII CAST IRON FRAME AND I MECHANICAL PLUG 0 STANDARD DETAIL. TO OUTLET PIPE. COVER TO FINISHED I WITH GASKET _ BEARING AREA OF THRUST BLOCK INSQUARE FOOT GRADE IN PAVED AREAS RISER O.D. 0 5. EXTEND PIPE INTO MANHOLE AND GROUT SMOOTH. PIPE(S) MAY EXTEND 2" MAX CAST IRON FRAME TEE PLAN BEYOND THE INTERIOR MANHOLE WALL. AC PVM'T OR CONC. PAVING-\ Y2" MIN. SET IN CONCRETE 0 PLUGGED DUAL PORT INLET. OR OTHER SURFACING N ON RUN VERIFY MAKER, MANHOLE BASE - STANDARD p TEE, 90' SCALE: NTS + O rn MODEL AND SIZE. 0 ti FITTING PLUG, PLUGGED 45' 22Y2° 11 Y4* -I I=1 1" MAX. � V O SIZE OR CAP CROSS Al A2 BEND BEND BEND O O 2" MIN. Ab ^° °a° I I- ^ I I I CEN OOP ERRED I TE3000 4 1.0 1.4 1.9 1.4 1.0 6" MIN. III tT 6 2.1 3.0 4.3 3.0 1.6 1.0 MANHOLE FRAME AND FDC STAND PIPE. 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 VERIFY SIZE 18" MIN. GRADE RING AS °o. I ~ COVER AS SPECIFIED ° 36" MAX. SIDE REQUIRED w I °.° PROVIDE Y4" MIN. 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 GROUT FRAME 4 MIN. u I I o o, CLEARANCE FOR > o NOTE 1 FINISH GRADE (2) #5 HOOPS o CONCRETE PAD C NOTE: AND RISER PIPE G ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ti ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR /�/////\ I I \//\\/�\/ ° ° °° ° ° ° ° #5 REBAR ° ,o. RISER PIPE DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING \/ ' ',j`''`'1 '' /\ 12" ` °0' ° '° ° ° °0' °°0 ' ° L co M EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARING % X \� • -•< oo I Op,op o (� o co M \/\ MAX. 8' THICK PRECAST °C STRESS X TABLE VALUE \ / ° ( )• ,//, \/\ TOP RUNG CONCRETE SLAB ° ' •o ; °o'°o•, TRENCH BACKFILL � L�� tI� O O THRUST CO LO LO BLOCK MAX. RUNGS AT \� , PREFORMED RUBBER °.e' I = °0.0°r 1 THRUST BLOCK w 12" O.C. \//\ GASKET o•°° SCALE: NTS BOTTOM » • /\i •°°e ° FLOW 12 MIN. / WYE BRANCH °°0° ° °0'° oi . RISER 12" \ 12 MIN. o e .°°° 45' BEND TO VALVE MIN. 3" MIN. \/ " '� �o o e AND BOX ENGINEERED 1. ? CARRIER / °°0'"° FILL -� PIPE 0'0 8" MAX TYP. l '° - INSTALL PLUG WITH SECTION - - GASKET IF END OF S. \ I l LINE 111 Portia d,,OR 97204 oo MIN. \ PRECAST OR _ _ (��� O: 503.227.3251 NOTES: CAST IN PLACE o 0 0 .o - SERVICE CONNECTION F: 503.274.4681 1. CONCRETE ANCHOR PAD To BE 12"x12"x6" THICK, UNLESS NOTED OTHERWISE. °0'0e °0 ' ' °0= www.koR:mm 12" ENGINEERED " BASE. 4000 PSI 'ao ;a ,o oo'o;o 0'0 0• ° o^o; IF REQUIRED ELIMINATE IF INSTALLED IN CONCRETE PAVED AREA. FILL -48 I.D. MIN. CONC. ° °0 °0 °0 "" '° °' BEDDING MATERIAL 2. USE FLANGE OR THREADED FITTINGS. NOTES• 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH NOTES 3. CONTRACTOR SHALL PROVIDE SINGLE CHECK VALVE AND BALL DRIP VALVE IN CONTRACTORS COMPACTION EQUIPMENT. 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. ACCESSIBLE LOCATION INSIDE DDCV VAULT. COORDINATE WITH PLUMBING. SHALLOW MANHOLE 4. INSTALL BOLLARDS AROUND FIRE HYDRANT ASSEMBLY PER DETAIL 3/C6.2. (D-SCALE: NTS 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE. FIRE DEPARTMENT CONNECTION (FDC) 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0. 11 DUAL PORT 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. k e y p I a n SCALE: NTS STANDARD CLEANOUT (COTG) TOP OF GROUND/PAVEMENT SCALE: NTS phase BID & PERMIT 0 SLOPE AWAY FROM BUILDING J PER GRADING PLAN *� 00 FRAME AND COVER , ' °': d 6 ,'�SIMILAR TO STD. date FEBRUARY 8, 2019 . . (V :. FILL PIPE WITH CONC. �.,� __- CLEANOUT DETAIL PIPE TO BE reVISI0r1S " 1' MIN. INTO PIPE O w i I-III-I I- 4 4 ABANDONED o "' CID - II - -MIN._=MIN._ _ (_ 1 e.p' oo g., .: - -_ I I _ I I=1 I . :• 3" o ° .. .11-1 - = _ III . • . d ° - 4" SEAL OF COMPACTED o°° u n;o o p.o° o^o I °Oe ° °0e .o ° °o• ''° � ' Q' w� NATIVE SOIL (LANDSCAPED ° °o ve e° °°a 8" IN. Q EXTENDABLE AREAS ONLY) ooe o 0o U BACKWATER ° ° � ` ° ° ' U WRAP DRAINAGE FABRIC 3" 1 MIN. VALVE AROUND ALL SIDES, 12" i I-III-1 II= PACKING MATERIAL TO MIN. OVERLAP _ CONTAIN CONCRETE L6"� 6" 1 PERFORATED NATIVE SOIL OR 3„ Q DRAINAGE DRAIN PIPE. STRUCTURAL Flow 2 project # 16055 FLOW _ I \ FILL SEE NOTE 1 FILL PLUG N NOTES: SCALE: NTS DETAILS o NOTES: 1. LAY PERFORATED DRAIN PIPE LEVEL OR SLOPED IN DIRECTION OF FLOW, WIDENING �Q0 1. EXTENDABLE BACKWATER VALVE TO BE MANUFACTURED BY CLEAN CHECK OR EXCAVATION AS REQUIRED. MAINTAIN PIPE ABOVE 2: 1 SLOPE AS SHOWN. �� APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S 00 RECOMMENDATIONS. 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. EXTENDABLE BACKWATER VALVE PERIMETER FOUNDATION DRAINC6ml ��) 1 SCALE: NTS " SCALE: NTS rn-� oz NW CC)J N lL HAND PLACE RIP-RAP AROUND OUTFALL PIPE TO CONCEAL SIDES AND TOP OF PIPE. Q B � !! ENSURE OUTFALL OPENING IS \I ANTI-SIPHON VENT W 0 VISIBLE AND NOT OBSTRUCTED. H (EXTEND ABOVE HOOD > Z MIN. 3" TO MAX. 24•) 00 0 w P z m 45' MITERED OUTFALL ALL SNOUTS AND TRAPS FOR CATCH d Q O A SEE STD. DRAWING NO. 400 STRUCTUES SHALL BEASINS AND WATER AS a ¢ c^nw " A MANUFACTURED BY: WATERTIGHT SEAL Q O > O 30P OF SLOPE A.. SEE DETAIL /030 D_ FOR FRAME AND GRATE 0 BEST MANAGEMENT PRODUCTS, INC. _ 53 MT. ARCHER RD. LE 12" MIN. TOPSOIL \Li ja ILYME. CT 06371 D- 0_ Q o_ - I IPLAN- - I� QO N JFLOW (860) 434-0277, (860) 434-3195 PIPE TYPE, SIZE, L� QpI� 5' MIN.FAX TOLL FREE: (800) 504-8008, AND CONNECTION U v (888) 354-7585 PER PLAN, AS 0] W W wWEB SITE: WWW.BMPINC.COM -_ APPROVED ¢ wINLET _,iOUTLET W 2 OR PRE-APPROVED EQUAL LL01N T_ LLpW Of ■ - -4 f w 4. < I- i\ \/\/\ 6.5' WIDE / � � w o_ c� PIPE OUTFALL ��//��// // / INLET INVERT ELEVATION o O � O E- O \\ \ \ MIN 0.20 FT ABOVE D3 O of O .. Vi a CENTERED IN RIP-RAP i �� OUTLET INVERT ELEVATION ww a (WHERE APPLICABLE) B �Of 3 w z DRAINAGE FABRIC PLAN OIL & FLOATABLE �` L�Q W O W a Z a I' DEBRIS ON v J 0 a o a o I 1'1 I FINISH GRADE FLOW INVERT 1 1 ••.a SURFACE CANNOT �< w fYM RIP-RAP SHALL BE LKJ MAX 30' ':'EXIT PIPE CLASS 50 RIPRAP •" V 1 1 i - j J� O � • 60" MIN/84" MAX SUMP 0- 0:a Q O¢ ~ • 36" MIN En of11. M OUTFALL PROTECTION Dull Olson Weekes IBI Group A 2' MIN. 2" MIN. MAXIMUM �� � 60" MAX Q= QF a Architects, Inc. MANHOLE STEP z SCALE: NTS i. 6" FOR W 0 ¢ a w 18" POURED IN 21" .a SEE DETAIL /100 \ Q Li o z a o w a a 5" NTHMAX. .. 7M REINFORCEMENT e • SWALE BOTTOM I zg p Nz O o FOR PRE - .d Z 2' MIN. W m a w j a i CAST C.J W - O_ W a O w O O cy °• 18" z 04 04 W z w z Z o ¢ x d o 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 ' • SUMP " �: 18" SUMP LLJ U LQ,/� mO `` 0a a o� ij WWW.dowa-ibigroup.com www.ibigroup.com WWU •:� 6• • al. • e ' •�• NOTES: Z � � � �(0j Z z o w¢F-� ¢ JCi W: Z uJ UJ dW� � 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE SUMP VOLUME AVAILABLE PER DEPTH OF Z Z > OU 3S W}w U¢¢ < REQUIREMENTS OF ASTM C-478 AND APPLICABLE SUMP Q J � N O Z¢m Wad a 6" 24" 6"� --�- 6" 27 3/8" 6" PROVISIONS OF STD. MANHOLE DRAWING N0. 010. _36" MINIMUM 60" MAXIMUM U Q U 0 a o z O w¢ 60" M.H. 58.9 CF 98.1 CF F- to m 2. INLET AND OUTLET PIPE NOT TO EXCEED 18"DIA. LO w w 3 a SECTION A-A SECTION B-B 72" M.H= 84.8 CF 141.3 CF OO * X 0pWOOWaJpQ 3. PROVIDE SPECIAL DETAIL FOR SNOUT 18" DIA. 84" WEI= 115.4 CF 192.4 CF Q � 0 FW- � LO�qh p 3�d d N Q X_ 02/07/19 4. THE SIZE AND POSITION OF THE HOOD SHALL BE PROVIDE SPECIAL DETAIL FOR VOLUME U Q W d U Z a W w m S•�F.RE�PR�FFJX/ NOTES: DETERMINED BY THE OUTLET PIPE SIZE AS PER REQUIREMENTS EXCEEDING 192.4 CF J V) .l O DO O O H-WO a Q o V)O m W u, V\ I N MANUFACTURER'S RECOMMENDATIONS. Z W W Q Z 0 :Z to x Z 0 to to a R '➢ 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. SUMP VOLUME REQUIREMENTS j N W w O ¢ S U O ao¢ SLAB ON GRADE 79701 PE 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. 5 INTO ANCHORING NCRETE;HARDWARE ANCHORING INTO GROUTSHALL NOT AUTHORIZED. 20 CF/1.0 CFS OF INFLOW �Q W O W O w Z¢ I Z Lu VAPOR BARRIER 1��i � 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED 58.9 CF MINIMUM REQUIRED J (n a < 1 Uw¢ Z BUILDING SUBFLOOR DIGITALLYSIGNED WIRE MEETING ASTM A497 az�zo0 M MATERIAL AND RADON BASE COURSE OREGON 6. THE SURFACE OF THE STRUCTURE WHERE THE HOODS w tr U to o 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE 1' MIN. W Z w w¢tri wir¢ ¢ COLLECTION PIPING A 70(, 1n Too, o SLUMP OF 2" TO 4 MATERIAL. Q F- X p U z m Z 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH H g w o S -w o z ,r �; . : . INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. 7. INSTALL PER MANUFACTURER'S INSTRUCTION AND W Q w w ¢ I ' O - O £ 'i° .'k`..t - . t.'. ?'y'r zt +s¢ STANDARDS AS SHOWN ON DETAIL #400 USING MANUFACTURER'S INSTALLATION KIT. J p uj D_ `r"�3'"y h .w; •^ S'a? :3;ir-.� S M A Q W H N EXPIRATION DATE: 1ZW19 w z c� �i aLr '0 °PER �SLAB�ON DITCH INLET �� WATER QUALITY WATER QUALITY SWALE �/ °II ° . o- Zo ° 'GRADE SECTION0 00 oe •o a o '°0.,, .o I I 1 1 1 1 I I �-III-I I I C1eanWater Services M A N H O L E ( S N 0 U T) A CleanWate� Services C1eanWater Services - - - DRAWING NO. 390 REVISED 05-07 DRAWING NO. 250 DEVISED 12-16 ,RAINING NO. 700 REVISED 12-06 -I I COMPACTED 12' SUBGRADE 4" DIA. PERFORATED N PIPE (HOLES ORIENTED DOWN) 8 SCALE: NTS SCALE: NTS / GALE: NTS SLAB UNDERDRAIN 7 L SCALE: NTS U U) 28 3/4" CONFIGURATION DETAIL INSTALLATION DETAIL 27 3/s•� CONSTRUCTION A DETAIL A 1. Water Quality S gra O _L 1" PVC ANTI-SIPHON Q ty wale shall be over-excavated and filled to final de with 12-inch amended PIPE ADAPTER O A A 3" topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer HOLEDRILLANCHOR STAINLESS BOLT amendments. HALE SHIELD LREMOVABLE ITERRT GHT EXPANSION CONE 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the O V cN\I 1 2" X 3" BOLTS �p ACCESS PORT (NARROW END OUT) Swale cross sectio fabric shall be held in lace in accordance with the manufacturer's SMOOTH GROUT RADIUS rn 10" OPENING P 1/4• 2 EACH END 2 1/2" TOP 2 1/2" x 1/2• a DETAIL B installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. Ir' SQ. EDGE FLAT BAR 32 1/2 l O \ FOAM cnsKET W/_ a. Treatment area - high-density jute matting (Geojute Plus or other approved equal) 3" WIDE BAND OF WHITE REFLECTIVE TAPE PSA BACKING b. All other areas - low-density jute matting (Econojute or other approved equal) + 3" X 2 1/2" X 1 a• 3/a" MOUNTING SECTION A-A (TRIM TO LENGTH) AN 3. 2.5-3 inches of 2"-1" river run rock shall be placed over the matting evenly throughout the rF. STD. 4" DIA. SCHED. 40 F_ 3/16" 1 FLANGE length and width of the swale. 36„ GALVANIZED STEEL ma (a a� 1 4. Plant materials shall be placed in accordance with the plan and plant table as shown on MIN. (PAINTED YELLOW) FILLED > MOUNTING FLANGE OUTLET PIPE (HIDDEN) WITH CONCRETE Q O ti approved plans. CC O -q- PLAN FRONT VIEW SIDE VIEW 5. The water quality Swale treatment area plantings can be deemed "substantially complete" FINISHED GRADE G CO OD once active green growth has occurred to an average growth of 3 and plant density is an - - _ _ �1 SNOUT OIL-WATER-DEBRIS SEPARATOR _ _ _ _ _ oTt s• average of approx. 6 plants (minimum 1-inch plugs or equivalent) per square foot. ;I I-III-I I I I ` I-III-III-_I 11- •- (�j� co co 1 1/2- 1 1/2- _ _ _ •� 27• 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth -III-III- 'I III-III-III 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES - I - I I-I 3D O C� M ANCHOR W/ I _ -_ I ' �_ Lf) O O SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC. OR BOLT and density matches the engineer's design as shown on the approved plans and all other MIN:I I , '.' I-III PRE-APPROVED EQUAL ' I I- I I •, _ �- �CO LO (SEE DETAIL A) requirements have been met. The engineer must certify the facility to be functional, in _III I '• III-III 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN WATERTIGHT B p LJ COMPOSITE MATH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" SEAL SEE accordance with the approved plan design to begin the two-year maintenance period. � 3300 PSI LAMINATE THICKNESS. DETAIL 030 6" CONCRETE *J ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A 3. tq SECTION B-B MOUNTING FLANGE. AND AN ANTI-SIPHON VENT AS DRAWN. (SEE J- MAINTENANCE I{ CONFIGURATION DETAIL) GASKET 1. The permittee is responsible for the maintenance of this facility for a minimum of two years �II 18"0 MIN 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE : COMPRESSED fO110W1n construction and acceptance of this facility per Chapter 2. SIZE AS PER MANUFACTURER'S RECOMMENDATION. '• BETWEEN HOOD g P typ P SECTION AND STRUCTURE 2. Irrigation is to be provided per separate irrigation plan as approved. 2 1/2"x 1/4• SQ. EDGE FLAT BAR 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" •• (SEE DETAIL B) NP. GRATE BAR (17 EA.) FROM I.E. OUT. Note: Irrigation needs are to be met using a temporary irrigation system with a timer during I I 111 SW Fifth Ave.,Suite 2500 32" PIPE BOLLARD (4 DIA) Portland,OR 97204 31 1/4" 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND BEST MANAGEMENT PRODUCTS, INC. the dry season. Systems should be winterized during the wet season to assure longevity and 0: 503.227.3251 A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. 53 MT. ARCHER RD. guard against damage from freezing temperatures. Water source shall be as shown on the SCALE: NTS F: 503.274.4681 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE LYME, CT 06371 g g g g P www.knff.com FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. TOLL FREE: (800) 08 (888) 354-7585 approved plans. 3/16• TYP. WEB SITE: WWW.BMPINC.CPINC.COM PP 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION DETAIL) annually (Spring and Fall). The landscaping shall be evaluated and replanted as necessary 2 1 2" x 3 8" 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE INSTALLATION NOTE: to ensure a minimum of 80% survival rate Of the required Vegetation and 90% aerial SQ. EDGE FLAT BAR 3" C. TO C. STRUCTURE'S WALL. (NOT WITHIN GROUT) POSITION HOOD SUCH THAT BOTTOM coverage. Non-native, invasive plant species shall be removed when occupying more than 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLANGE IS 18" BELOW THE PIPE 20% of the site. SUPPLIED INSTALLATION KIT. INVERT. PLAN KIT SHALL INCLUDE: 4. The facility shall be re-excavated and planted if siltation eater than 3 inches in depth NOTES: A. INSTALLATION INSTRUCTIONS ty P gr P B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER occurs within the two-year maintenance period. C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING Y FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS k e y p l a n DITCH INLET WATER QUALITY WATER QUALITY SWALE p o FRAME AND GRATE CleanWater Services MANHOLE ( SNOUT) B C1eanWater Services CONSTRUCTION & MAINTENANCE NOTES C1eanWater Services hase BID & PERMIT J DRAWING NO. 400 REVISED 12-06 DRAWING NO. 260 REVISED 12-16 DETAIL NO. 710 REVISED 12-06 H date FEBRUARY 8, 2019 (V co g revisions co -7 SCALE: NTS / SCALE: NTS SCALE: NTS d Q U U) J Q project # 116055 CD DETAILS O 2i vo ON M� MU C6m2 rn� oZ N LLi N LL STANDARD CURB A � I I CROSSWAL e AC PAVEMENT STRIPING 6.0 CONCRETE r� PAVEMENT I B I 1 1 5' 6' 5'7 Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 PLAN www.dowa-ibigroup.com www.ibigroup.com STANDARD CURB 5' 6' 5' CONCRETE " PAVEMENT " ovo7i19 6 CURB CFLUSH URB W/ 6 CURB EU PN FF�ssoy9 • 41 DIGITALLY SIGNED OREGON IIL III Lr--fl I—I II I—I I—I I—I I—I I—I —I I—I I—I I—III—I —III—I �U� hA AK F0 SECTION A IFEXPIRATION DATE: IV" &�TABLE TOP SIDEWALK ALE: NTS Of L w m ir 3 U L -6--i U) E TO IRRIGATION 0 0 TO RESIDENCE 0 C.) N r` PLAN V METER BOXDOUBLE CHECK y + CU -2 VALVE ASSEMBLY (a O c H 12" - 18" - O t� C::> d0- 6" rn .� Nt 71 1 UNION EACH SIDE O M M NOT TO EXCEED f;� O O 24" DEPTH � � � LO L0 CRUSHED ROCK BASE—/ ELEVATION INSTALLATION SHOWN IS ONLY A SUGGESTION. 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 1Tff 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST COCKS IF BELOW GROUND INSTALLATION. 111 SW Fifth Ave.,Suite 2500 04 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, Portland0: 503.,OR2273251 AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS F: 503.274.4681 www.korf.com tFOR INSTALLATION. CITY OF TIGARD APPROVED NO SCALE OREGON THEODORE S. KYLE, P.E.ENGI]NIRRIGATION DOUBLE DWG. NO. PUBLIC WORKS DEPARTMENT CITY EIICtmt 7TIGSARD,OR�EGO 9397 JANUARY 2011 CHECK ASSEMBLY 531 VOICE:(503)6194171 FAX: (503)684-7297 APPROVAL DAIE 1 , i L SCALE: NTS k e y p l a n phase BID & PERMIT 0 J H date FEBRUARY 8, 2019 CV co O O revisions O J d Q V Cn J Q project # 16055 DETAILS 0 v o oSN M t1 MU C6m3 rn� oZ CV LLI CflJ N LL 1� �1 EROSION AND SEDIMENT CONTROL PLANS ESCIP AND GENERALAITTEE CONDITIONSTHE ISQUIRED HAVE BEEN DEVELOPEDTO MEET ALLETOONDITIONS FACILITATE COMPLIANOF THEOCOE WITH THE 1 0PERMIT. 10-C PERMIT / / I B I REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. l BMP MATRIX OWNER NARRATIVE DESCRIPTIONS Dull Olson Weekes - IBI Group FOR CONSTRUCTION PHASES 'w ? TIGARD-TUALATIN DISTRICT EXISTING SITE CONDITIONS Architects, Inc. ro Had Boule+'ard CONTACT: DAVID MOORE REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S , BaptistChurch6960 SW SANDBURG STREET TIGARD, OREGON 97233 ELEMENTARY SCHOOL, MIDDLE SCHOOL AND BALL FIELDS SW Mounta�View Ln PHONE: 503-431-4016 907 SW Stark Street Portland OR 97205 USA MASS UTILITY STREET FINAL WET WEATHER DEVELOPED CONDITIONS tel 503 226 6950 fax 503 273 9192 CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1 -MAY 3I ST) www.dowa-ibigroup.com www.ibigroup.com SW Greensward L EROSION PREVENTION PHASE 1: ELEMENTARY SCHOOL, PRE-K SCHOOL, PROJECT SITE ARCHITECT PRESERVE NATURAL VEGETATION x x x x x x DISTRICT OFFICES WITH ASSOCIATED PARKING, AND BALL GROUND COVER X X n FIELDS. DULL OLSEN IBI GROUP ARCHITECTS INC. HYDRAULIC APPLICATIONS x D PHASE 2: REDEVELOPMENT OF MIDDLE SCHOOL. PLASTIC SHEETING x CONTACT: REBECCA GRANT MATTING x x ' Sul Inez St SW Inez St SW Inez St 907 SW STARK STREET DUST CONTROL x X x x ez St PORTLAND, OREGON 97205 TEMPORARY PERM ANENT SEEDING X X X X PHONE: 503-226-6950 NATURE OF CONSTRUCTION ACTIVITY AND %PE 19 BUF7 ZONE "X x x x x 10 ESTIMATED TIME TABLE 07r97 T I I THER: SEOIMENTCONTROL SW Pembrook St > ro PHASE 1 TIME TABLE:SEDIMENT FENCE(PERIMETER) ^x X X x X PHASE 2 rd 1 ENGINEER * DEMOLITION SEDIMENT FENCE(INTERIOR) x x SWPinebrook Dr SV1 Pinebrook Ds `' KPFF CONSULTING ENGINEERS (JUNE - AUGUST 2018) DIGITY SIGE o STRAW WATTLES X X X x X X FILTER BERM k St SW Murdock St CONTACT: PAUL DEDYO, PE * CLEARING OREGON INLETPROTECTIONz x x x x rn 111 SW FIFTH AVENUE, SUITE 2500 (JUNE - AUGUST 2018) o ��[. rD t°°° p James Te n PORTLAND, OREGON 97204 * MASS GRADING 9 7 DEWATERING Elementary I fi tneckla G PHONE: 503-542-3859 (SEPTEMBER 2018 - AUGUST 2019) 0/ MARK OEO seDIMENTTRAP x x x is E-MAIL: Paul.DedyoC�lcpff.com * UTILITY INSTALLATION NATURAL BUFFER ENCROACHMENT D co (SEPTEMBER 2018 - AUGUST 2019) EXPIRATION DATE: U/31/19 HER: PHASE 1 m * STREET CONSTRUCTION RUN OFF CONTROL x x SW (SEPTEMBER 2018 - AUGUST 2019) CONSTRUCTION ENTRANCE "X x X �P'''og� PROJECT LOCATION * FINAL STABILIZATION PIPE SLOPE DRAIN o (SEPTEMBER 2018 - AUGUST 2019) OUTLET PROTECTION X X X S >a � Co N SURFACE ROUGHENING x x 7 °' a PROPERTY TO THE EAST OF THE INTERSECTION OF CHECK DAMS a nn FL n n SW 97TH ST AND SW MURDOCK ST IN TIGARD, OR. PHASE 2 TIME TABLE: THER: INTERCEPTOR SWALE X X X N @ A < t�D * DEMOLITION POLLUTION PREVENTION SW Sattler St SW Sattler St SW Settler SI SW Sattler St SW sattl LATITUDE = 45.4124 NORTH (JUNE - AUGUST 2019) PROPER SIGNAGE LONGITUDE = 122.7737 WEST * CLEARING HAZWASTEMGMT SW Braeburn Ln (JUNE - AUGUST 2019) SPILL IIT ON-SITE x x x x x x * MASS GRADING CONCRETE WASHOUT AREA X X X SW Lodi LD THER, TEMPORARY WHEEL WASH X X X (}r PROPERTY DESCRIPTION * (SEPTEMBER 2019 - AUGUST 2020) UTILITY s�Va,�eside SW Bellflower St PHASE 1: TEMPLETON ELEMENTARY, TAXLOT 2901 INSTALLATION SEPTEMBER 2019 - AUGUST 2020) N PHASE 2: TWALITY MIDDLE SCHOOL, TAXLOT 2700 * STREET CONSTRUCTION 3 `L SW Plppen Ln SW Sr (SEPTEMBER 2019 - AUGUST 2020) The Church of m TAXMAP 1S 1 11AC * FINAL STABILIZATION SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. "Und Or SW Ashford SI (SEPTEMBER 2019 - AUGUST 2020) }i Jesus Chest of Letter... U * SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. a SW 1/4 NE 1/4 SECTION 11 T2S R1 W WILLAMETTE � SW Greening L n MEDIAN WASHINGTON COUNTY, OREGON ,dot � SWSummerfieldDr TOTAL SITE AREA -L �6le PHASE 1: 548,860 SF = 12.6 ACRES }, SN 50 .�`I' Sµ1 Hamlet St PHASE 2: 678,079 SF = 15.6 ACRES U) RATIONALE STATEMENT VICINITY MAP SITE NOTES TOTAL DISTURBED AREA 0 A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL HAS SCALE: 1" = 500' 1. THE PROPERTY IS NOT LOCATED IN A MAPPED PHASE 1 : 513,959 SF = 11 .8 ACRES _ BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN FLOOD PLAIN. PHASE 2: 331,105 SF = 7.6 ACRES 0 BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT 2. THERE ARE NO SPRINGS OR WETLANDS LOCATED SITE SOIL CLASSIFICATION: 0 BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND ON THE PROPERTY. N OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN - CORNELIUS AND KINTON SILT LOAMS, 2-7 PERCENT 1O U N WILL BE SUBMITTED. 1 i 1 .r...�-sr 3. THERE ARE NO DRINKING WATER SOURCE AREAS SLOPE 0 O PMD \ \ ON OR NEAR THE PROPERTY. - WOODBURN SILT LOAM, 2-7 PERCENT SLOPEMa INITIAL `\ ` /� O\\ - ALOHA SILT LOAM, 2-7 PERCENT SLOPE V O 11I /I' f �\ HYDROLOGIC SOIL GROUP C, MODERATE EROSION INSPECTION FREQUENCY l �'� � �.i. \ vl l/ �r r �,o , o POTENTIAL AND 2 (o Q Ig/ HYDROLOGIC SOIL GROUP D, HIGH EROSION POTENTIAL t) 40 SITE CONDITIONS Cp MINIMUM FREQUENCY III 1 // /l1 Ic. ��f J= / / \\\ / / ,/ Qj RECEIVING WATER BODIES: =3 > 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING Q O ti CC RUNOFF FROM SNOWMELT, IS OCCURRING. II �/ (/ /��. / ) �gr '"I I/1 / / / / THE ENTIRE PROJECT IS IN TIGARD AND SLOPES FROM G � � O O AT LEAST ONCE EVERY 14 DAYS, REGARDLESS THE NORTHWEST TO THE SOUTHEAST. THE DRAINAGE ti OF WHETHER STORMWATER RUNOFF IS I 11 i / / "e;a ./ �/ / / / / e FROM THE SITE ENTERS THE CITY OF TIGARD'S STORM A OCCURRING. II 11 /) / / f / / / i„ / / / / / SYSTEM AND ULTIMATELY FLOWS TO FANNO CREEK. 111 M M 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND �/ / / TWALITY MIDDLE r I , / a N / / / J •/ / o � / / / // s � O M co IN ANTICIPATION OF SITE INACCESSIBILITY. SEDIMENT CONTROL MEASURES ARE IN �1/// l . a SCHOOL / / � O O WORKING ORDER. ANY NECESSARY < /// PHASE 2 // / / O Ln MAINTENANCE AND REPAIR MUST BE MADE x �lll l // / / // // PRIOR TO LEAVING THE SITE. I/1 3. INACTIVE PERIODS GREATER THAN ONCE EVERY MONTH. FOURTEEN (14) CONSECUTIVE CALENDAR DAYS. 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR 7 1 / ( /-- / / -/ f / 0 INACCESSIBLE DUE TO INCLEMENT WEATHER. DAILY AT A RELEVANT AND ACCESSIBLE I 1 / . l I ( /// \ 0 DISCHARGE POINT OR DOWNSTREAM LOCATION. I 1 \ // / I % I \ \_\ _\ '/` PERMITEE'S SITE INSPECTOR 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY — � -` "\ � ���\'�\ '� � \ � \ _ \ I o /o / � UNLIKELY DUE TO FROZEN CONDITIONS. UPON MELT, OR WHEN WEATHER CONDITIONS - '7 NAME: DARRYL GIORGINI MAKE DISCHARGES LIKELY. — — / COMPANY/AGENCY: TRIPLETT WELLMAN 111 sw Firth Ave., Suite 2500 Portland,OR 97204 // // /� // PHONE: -348-23 O: 503.227.3251 * HOLD APRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT / PRE-K/ DISTRICT y� �/ �/ FAX: — Fwww.kff.com1 E-MAIL: DARRYL® RI L L www.kpff.com com INCLUDES THE INSPECTOR. TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND BUILDING CONSTRUCTION LIMITS \ \ MURDOCK ST. /r I I /// r / //j�� DESCRIPTION OF EXPERIENCE: 20 YEARS EXPERIENCE * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT z Z. LzL REQUIREMENTS. * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT PHASEI wy /7i • / / / / / / REQUIREMENTS. ¢ - ` * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON (7 REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF a I TEMPLETON L f j%ij /// / / / I \ GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE �i�%% // SCHOOL � i/ I I \I \1 SHEET INDEX k e y p I a n ELEMENTARY CONSTRUCTION SITE OR AT ANOTHER LOCATION. ��' moi/ /j/ wI/ o SHEET SHEET ATTENTION EXCAVATORS /� / / / / / / / I / I I / / / I "/ SHEET DESCRIPTION phase BID & PERMIT O OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION I / / / , / / / / \ I ( / / I ill NO. TITLE CL CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU 0 MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE LI (� /� / // // / \ / I I / / �\ I t / 1 C7.0 ESCP COVER SHEET Li1 ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER I '( / \ l %" d) AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. I III / / / II \ / /j�// 2 C7.1 ESCP NOTES date FEBRUARY 8, 2019 CD �6 i> I I / revisions cN I / / c �Y/1h '///( 3 C7.2 ESCP EXISTING CONDITIONS 4 C7.3 ESCP CUT-FILL PLAN i 5 C7.4 ESCP PROPOSED CONDITIONS O I 1 6 C7.5 ESCP DETAILS 7 C7.6 ESCP DETAILS SITE MAP U) SCALE: 1" = 150' } H J project # 16055 ESCP - COVER SHEET O CV MO MSNC7mO ,0- MU CD "LLI co—i N l.L 1� EROSION AND SEDIMENT GRADING, STREET AND UTILITY EROSION AND WASHINGTON COUNTY ESCP NOTES DEQ ESCP NOTES GENERAL GRADING NOTES SEDIMENT CONSTRUCTION NOTES: 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO 1. CONTRACTOR TO IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE DURING GRADING INCLUDING: COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, PRACTICES, DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. (SCHEDULE A.8.C.1.(3)) A. COVER EXPOSED SOILS WITH TEMPORARY SEEDING PER THE AUTHORIZED: r� INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SCHEDULE A.12.B AND LANDSCAPE SEED MIX, JUTE MATTING PER DETAIL Z A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 SCHEDULE B.1) (OR APPROVED EQUAL) G'.6 SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. I B I THROUGH MAY 31 EACH YEAR. � � 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH REQS 1200-C PERMIT REQUIREMENTS. (SCHEDULE B.1.0 AND B.2) B. COVER ANY STOCK PILES PER DETAIL 6 B. DWARF GRASS MIX (MIN. 100 LB./AC.) 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR 7.5 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE 2. CREEPING RED FESCUE (20% BY WEIGHT) AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN NE CONSECUTIVE CALENDAR DAYS, THE 2. CONSTRUCTION ENTRANCES SHALL BE ADJUSTED AS NECESSARY WITH C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) Dull Olson Weekes - IBI Group PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. ABOVE RECORDS MUST BE RETAINED BY THE PERMIT REGISTRANT BUT DO NOT NEED TO BE AT THE CONSTRUCTION SITE. CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. 1. ANNUAL RYEGRASS (40% BY WEIGHT) Architects, Inc. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL 11MES DURING CONSTRUCTION. (SCHEDULE 6.2.C) ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED T0, STREET SWEEPING, AND 2, TURF-TYPE FESCUE (60% BY WEIGHT) 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, U-SHAPED FILTER BAG IS REQUIRED FOR ALL CLEAN FOR THE DURATION OF THE PROJECT. CURB INLET CATCH BASINS. PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.A) 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE 907 SW Stark Street Portland OR 97205 USA THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE tel 503 226 6950 fax 503 273 9192 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SCHEDULE A.12.C.1) 3. FUEL STORAGE AND FUELING ARE NOT ALLOWED. OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED www.dowa-ibigroup.com www.ibigroup.com BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND 7, SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC 4. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR BEDDING AND REDUCES RUN-OFF VELOCITY. AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SCHEDULE A.12.C.IV. AND V) TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE TIME FRAME. 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM CONTROL MEASURES INCLUDE: SLOPE INTERCEPTOR SWALE, CHECK DAMS, SURFACE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH BECOMING A SOURCE OF EROSION. SCHEDULE A.7.A.111 ROUGHENING. APPROVED MIX AND APPLICATION RATE. 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. ( ) 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 9. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL. VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD 07G97 ROF 02/07,19 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO CHIPS, OR OTHER APPROVED MEASURES. N eFssjQBY 50% AND AT COMPLETION OF PROJECT. BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.C.1.(1) AND (2)) EROSION AND SEDIMENT 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE 1eEF" y9l 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL. 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN CONTROL BMP IMPLEMENTATION LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW DIGITALLY SIGNED 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, (SCHEDULE A.7.A.V) 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE OREGON SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. GRAVEL CONSTRUCTION ENTRANCES, ETC. MUST BE IN PLACE, FUNCTIONAL, AND STOCKPILE. 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE. (SCHEDULE ) ,4 y 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S A.7.8.I.AND (2(A)(B)) APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS To SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE ACTIVITIES. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY 12. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS, OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR IFEXPIRATION DATE: 12/31/79 TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE A.&C.1.(5)) 2. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER RIPARIAN ZONE. APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION 13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, To MINIMIZE EROSION AT OUTLETS AND PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. ADDITIONAL EROSION CONTROL MEASURES. AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE, DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE A.7.C) 3. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING AND FEDERAL REGULATIONS. 14. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS ACTIVITIES. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SCHEDULE A.7.D.1) CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF 4. ALL ESC MEASURES DOWNSLOPE MUST BE IN PLACE PRIOR TO GRADING ACTIVITIES. WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, 15. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. INTEGRATE EROSION CONTROL MEASURES TO UPSLOPE AREAS AS PROJECT MEASURES. NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION (SCHEDULE A.&C.1.(6)) PROGRESSES. FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF FENCE OR APPROVED EQUAL. 16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS CONSTRUCTION AND MAINTAINED FOR THE DURATION of THE PROJECT. 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS THAT ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS.(SCHEDULE A.&C.11.(3)) STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE DURATION OF THE PROJECT. LANDSCAPE SEED MIXES THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE 17. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE A.&C.1.(7)) PROJECT. 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST; THE TYPE AND 18. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, NOTE: CONTRACTOR TO PRESERVE VEGETATION ON STEEP SLOPES UNTIL IT BECOMES PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT NECESSARY TO DISTURB FOR CONSTRUCTION. 9. ACTIVE INLETS To STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. AN APPROVED TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LANDDISTURBING ACTIVITIES. (SCHEDULE A 7.D.11 AND A.8.C.1(4)) INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND EQUIVALENT IS To DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE 19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. TEMPORARY AND PERMANENT SEED MIXES: LANDSCAPE SEED MIX AT 7 LB/ 1000 SF. MAINTAINED AS NEEDED. V DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, (SCHEDULE A.7.D.11.(5)) 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE 20. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). }+ SEDIMENT AND SEDIMENT-LADEN WATER. U) 19. THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SCHEDULE A.6) THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. 21. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT EROSION AND SEDIMENT CONTROL BMP 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE Q FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, ASIMPLEMENTATION : ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE O REGULATIONS. FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.1.(2)) POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, 21. WRITTEN ESC LOGS ARE SUGGESTED To BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 22. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE C N 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND ACTIVITIES. CAPACITY. O U � SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A. 7.E.111.) O) 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE 2. "STOCK PILE AREA 1" SHALL BE MOVED TO "STOCK PILE AREA 2" FOLLOWING ry 23. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. THE EXCAVATION CUT ACTIVITIES. TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE � O (SCHEDULE A 7.A.IV) PICKED UP AND DISPOSED IN THE TRASH. '^ ^ ROUGH GRADING ESCP NOTES 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURERS 3. THE "STAGING, EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN v♦ '�� RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING WASTE AREA 1" SHALL BE MOVED TO "STAGING, EQUIPMENT MAINTENANCE, FUELING, RUN-OFF INTO THE STORM WATER SYSTEM. C� 0) 1 .SLOPE To RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.6.111) PORTA-POTTY, AND SOLID WASTE AREA 2" FOLLOWING EXCAVATION "CUT" H TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS (REFERENCE DETAIL 1/C7.5). SURFACE ROUGHENING 25. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR ACTIVITIES. 14. USE TBMPs SUCH FR S CHECK-DAMS, BERMS, AND INLET PROTECTION TO Ca IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. > SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE Q O ti 2. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS tiCD SEEDING WITH APPROVED MIX AND APPLICATION RATE. DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL ON THESE PLANS. WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING 3. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO THESE MATERIALS TO THE STORM WATER SYSTEM. 0 m MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. MANUFACTURERS SPECIFICATIONS. (SCHEDULE A.9.D) 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN f� m I:y) U)S BY OCTOBER 1 POSED SOILS L . 4. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" 26. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE PLACE OVER ALL � � M co PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. O 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR �j�j CD O O AROUND THE PERIMETER OF THE STOCKPILE. (SCHEDULE A 7.B) 7 CO L0 1n TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. 5. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION 27. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR 4-: CONTROL MATTING, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.E.11.(2)) ACTIVITIES. 6. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A 28CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET WEATHER. FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. (SCHEDULE A.7.A.1) 7. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, 29. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT 1Tff AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.1) PROJECT. 30. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE 111 SW Film Ave., Suite 2500 8. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION GROUND HEIGHT AND BEFORE BMP REMOVAL. (SCHEDULE A.9.C.1) Portland,OR 97204 3251 MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. F: 503.274.4681 31. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND F: 503.27 coo 9. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE www.kp(f.com SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.111 & IV) 10, AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE 32. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIAIED. INVESTIGATE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN MAY BE REQUIRED.THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON REACHES 50% OF THE CAPACITY. DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.13.1) 11. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. 33. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.13.11) O 12. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 34. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY 13. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A.7.F.1) POINTS. 35. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR k e y p I a n 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING LU 14. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.11) O PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. U 15. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF phase BID & PERMIT U OCTOBER 1. EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS U) WITH LOCAL REQUIREMENTS. (SCHEDULE A.8.C.111(1) AND D.3.C.11 AND 111) date FEBRUARY 8, 2019 fV M O revisions CDO F- 0 J Q U U) H J project # 116055 H- M ESCP - NOTES 0 0 M� MO MN c*i U C7ml rn� oz NW (n-j (V L_J ► I I )0 I SHEET NOTES 1. SEE SHEET C7.1 FOR ADDITIONAL ESCP NOTES. 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR ' SF — — DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, b e SFo F FO FO RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). I B I 6- o ! -- — a"ss _ R-41 — 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE I Qy SWINELSREE o CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF `7 c W W w w THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR � •\; .. UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND Dull Olson Weekes - IBI Group PERMANENT VEGETATION/LANDSCAPING IS ESTABLISHED. Architects, Inc. I \\ \ 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND 907 SW Stark Street Portland OR 97205 USA IP ` : . ; . \ ��\`\ SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, tel .d wa-6950 fax 503 lou 9192 ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. www.dowa-ibigroup.com www.ibigroup.com 5. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON . I I COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS AND l INSPECTIONS • _ ,." „ � ,• n / \ •; + . � �— � — � / 6. DISCHARGE POINT FOR THE SITE DURING EXISTING CONDITIONS IS AT THE EAST EDGE OF THE PROPERTY. 02/07119 sw / / " °.` •+ / / ® / / \ \\\ / / / / Q / Q. / / 7. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE OF \S��ttED PNOFFss/o SEDIMENTS CONTRACTOR USE CAUTION AND PROPERLY DISPOSE w ��e FF,� '1q lI OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY SEDIMENTS 79701 PE l . ..: m •., ..�,'.:;-. .. . � � / / / - -..�,,..,.�:r�. ,•...:;..,.,:._. �.:.'r.r::;>.. FROM LEAVING THE PROJECT LIMITS.WARY -.: ..•:i 1 a I 1 / ' � I q. :�• :' �LC'.::.� / J / \ \\ \\ � / / / -.y`:':.,i•..�.,.::..,.–:.�.-, ,;y�,'' DIGITALLY SIG \ o=I OREGON/ � / Ip• ,..� • �• =r'•• ".: � / ,;_:�'.,; ,,. ,,�,_ .:::..... .. .: .•,j!".,-,_... ; ; 8. TREE REMOVAL AND TREE PROTECTION FENCING SHOWN FOR REFERENCE ON THIS SHEET. SEE LS PLANS FOR ADDITIONAL o �u�• to too �o INFORMATION AND TREE PROTECTION FENCING DETAILS. � MARK D�0 II / - / EXPIRATION DATE: 17/91/'N \/ 8 I / / 1 1 / l / IP / EROSION CONTROL LEGEND I / - '� / / � / """°' I I I •'�pl+'" •�`"• LIMITS OF DISTURBANCE SHOWN f.. .. .;... :... YIN OFFSET FOR CLARITY 164 EX. CONTOUR MINOR — / — 165 — — EX. CONTOUR MAJOR ° / 151 CONTOUR MINOR (FG) sw�MBR oKsf / / / / / Ip ':;=; / 1 // / �� 150 CONTOUR MAJOR (FG) / /moo / // / / / �� PERIMETER CONSTR. FENCING X X TREE PROTECTION FENCING / / / / / :.a • / . / �/ / / / �` (REF. LS PLANS) SEDIMENT FENCE 7.5 �+'► -�— DRAINAGE FLOW DIRECTION }� 00 9 to GRAVEL CONSTR. ENTRANCE 75 Q / IP IP IP \ WW WHEEL WASH �j s` O cel IP qty I . // 3 / INLET PE INSTALLED . UNTIL INLET S REMOVED. U) IP INLET PROTECTION 75 Cl) :.•.:: PORTION OF BUILDING TO MIDDLE u co C s SCHOOL BUILDING TO REMAIN ;h•;; ` ;,;':-, CU — IP / F / / SEE ARCH DRAWINGS FOR / I EXTENTS \1 � ":Y<; .��•: STRAW WADDLE ON SLOPEILb 4 ~ 61 C7.5 m IGI Q, I N / I i i I +c / a:^nom^i 1 ti -c:r 1 TREE TO BE REMOVED NN C/) \ BUILDING TO BE REMOVED � � C:)) SW MURD STREET w OHU ^/ 8"SS — — $ 8"SS 8S O / 22 \ � N �,�,..::: . / / 111 SW Fifth Ave., Suite 2500 I / I / Portland,OR 97204 / lit 0: 503.227.3251 :'::' ::.:'': ' '.�'.�'.:{+ '.�:: LL LL LL •`':N`i•:.':;: +•;}� / F: 503.274.4681 www.k tf m _ I / o l J / f / FF=260.9' PRE-K/ DISTRICT BUILDING \ •`��' '' FF=267.4' R, s / / / / r G i - / G G� G 0 I ] 1— 1 1 / r' \ � OM �• / v/ R 5� STREET 5 SW MURD CK �i I I k e y p I a n x phase BID & PER MIT w CIL � r= / W �� / date FEBRUARY 8, 2019 Q revisions .S tib° 1�� , > ; +` � SCALE 1 INCH = 50 FEET 0 I �u j / 1; • :. ,._', e_: ,'Y`: // // / / / / / / 50 0 50 100 J project # 16055 N ESCP EXISTING CONDITIONS �C-0 co, �o C702 c�i U rn� CD C1,11IW (nJ CN I I o I I SHEET NOTES I ' 1. SEE SHEET C7.1 FOR ADDITIONAL ESCP NOTES. 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN r� DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD ORDRAINI I RESTRAGE DESIGN CTORSNILOCATION CHANELSSRETENTION FACILITIES, UTILITIES, ETC.). - 1 � \ - - Ilk3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE 0 1 CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF _ THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR Dull Olson Weekes - IBI Group t o / \ y \ — UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND Architects, Inc. PERMANENT VEGETATION/LANDSCAPING IS ESTABLISHED. " f 1 sw \ \ 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED Sw — 6B \\ \ \ \ IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, 907 SW Stark Street Portland OR 97205 USA AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND tel 503 226 6950 fax 503 273 9192 1 \ SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, www.dowa-ibigroup.com www.ibigroup.com 1 I sw I \ \\ \ � ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. I 1 I o / BB \ BB\ \\ 1 I M N I \ 5. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS AND + GCE 1 1 \ \ \\\\\ INSPECTIONS. cot ILI6. DISCHARGE POINT FOR THE SITE DURING EXISTING CONDITIONS IS AT THE EAST EDGE OF THE PROPERTY. 02/07/19 D PROFFS 7. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE OF / / ,/ // /doh/�� I� SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY DISPOSE �� 79701 PE 9 9� FROM LEAVING THE PROJECT LIMIOF TREE ROOTS OFF SITE T S.ALLOWING ANY SEDIMENTS DIGITAILLYSIGNED I :`( � \ / I / IP I I � y1 //• �� — '" — � ��_\ \\\ / / i' / / i OREGON 8. TREE REMOVAL AND TREE PROTECTION FENCING SHOWN FOR o Io p o °I 1 I I Ip � // \ \ � i / / � /• REFERENCE ON THIS SHEET. SS PLANS FOR ADDITIONAL EE LP / MARK OE INFORMATION AND TREE PROTECTION FENCING DETAILS. L0 EXPIRATION DATE: 77/)1/1! J / // I IP IP EROSION CONTROL LEGEND / LIMITS OF DISTURBANCE SHOWN IP IF, OFFSET FOR CLARITY / / / / / I II Iu111 / / / / 111/l1/III l / / / /' 164 EX. CONTOUR MINOR / — — — EX. CONTOUR MAJOR 0 If — — o 151 CONTOUR MINOR (FG) / I I l / l 1 IP / / I / ///ll/� // // I l I 1 1 / //`/�/ 150 CONTOUR MAJOR (FG) SW PEMBROOK / I 1 / / / I I l / 7 // IP \ / / // ° / / / // / / / // PERIMETER CONSTR. FENCING STREET " ! / j / / / / I l / l / / / IP / / / / r�/, I / IP / X 0 X TREE PROTECTION FENCING / / // / TW*ITY MIDDLE SCHOOL _ / ( / l — — // / / REF. LS PLANS Mo IP \ �\ c // ° // /// / // // SF SEDIMENT FENCE + / l� / / / / / / \ \ IP /j/ /// // / / // // // ��"I• �� DRAINAGE FLOW DIRECTION W Z I / / / / IP // / / / // // GRAVEL CONSTR. ENTRANCE js Q Ip IP / ° / �%3/ / y / / / / / /�- - - - - / b ` 0 I / / WHEEL WASH C7.5 IP / IP 04 N CV) IF / ` / / / // / / / / IP INLET PROTECTION. INSTALLED 75 m \o // / / / / IP 2/ I / / / UNTIL INLET IS REMOVED. If \ IP P /� /// IP INLET PROTECTION 3 IP /I /�/ // // /l I O C7.5 co co to \ / IP STRAW WADDLE ON SLOPE 7.5 �_ > BIOBAGS c r IFC- 7— 0 0 C:) J / \ \ OUTLET PROTECTION C7.5 CQ O c i �c i / L0 LO F \ \ I // / / I 1 —r — / ) CO CONCRETE WASHOUT 7.5 4-; v� Sw SW MURDOCK \ N IP — . STREET o � .� If 11-7 / 111 sw Fifth Ave.,Suite 2600 / / Portland,OR 97204 0: 503.227.3251 F: 503.274.4681 ov PRE-K/DISTRICT BUILDING IP I CO �' �_ — — —I— — — / / / I ho / � � / D �� ) IJ �--j 1 �+ — j — — r /l I / h II \ ( Ip // /' / /// // k e y p I a n Iz- //ti phase BID & PERMIT OL I / / / \ % J o a IP " LU N ,'I I / / — J ` // —� _ _ /� / IP / , / // /' /// / // / date FEBRUARY 8, 2019 o - 0265 °Fo �i / / / // // / / // I // I revisions / \ h \I / 7/ SCALE 1 INCH = 50 FEET 50 0 50 100 H J Q project # 16055 04 d4 CD 0 ESCP PROPOSED CONDITIONS �o MU C7m4 rn r. CD N LLj Cep I NLL 10 ANGLE BOTH ENDS OF SEDIMENT FENCE TO MIN 1' HIGH EXISTING GRADE ASSURE SOIL IS TRAPPED NOTES: FOR FURTHER INFORMATION 3' BY 3' MIN AT ON DESIGN CRITERIA SEE 1. WASHOUT FACILITIES SHALL BE BOTTOM OF CHAPTER 4 OF CLEAN WATER MAINTAINED TO PROVIDE ADEQUATE WASHOUT TO SERVICES EROSION PREVENTION INTERLOCKED 2"X2" POSTS AND ATTACH HOLDING CAPACITY WITH A MINIMUM CONTAIN AND SEDIMENT CONTROL SEE TURNED ENDS CONNECTION FREEBOARD OF 12 INCHES. A CONCRETE A PLANNING AND DESIGN MANUAL ( ) PLAN VIEW r� 2. WASHOUT FACILITIES MUST BE FILTER FABRIC I B I CLEANED, OR NEW FACILITIES MUST STITCHED TOGETHER TO FILTER 2"x2" WOOD BE CONSTRUCTED AND READY FOR 1" REBAR FOR BAG REMOVAL FORM POST POCKET FABRIC POST OR STEEL USE ONCE THE WASHOUT IS 75% FULL. FLOW FENCE POST CATCH BASIN GRATE LJ 3. IF THE WASHOUT IS NEARING 9 � ? Of Dull Olson Weekes - IBI Group CAPACITY, VACUUM AND DISPOSE `I V)OF THE WASTE MATERIAL IN AN °4, o Architects, Inc. APPROVED MANNER. �O POST r7 UJ EXISTING GROUND 4. TEMPORARY CONCRETE WASHOUT �� FACILITIES SHALL BE LOCATED A �� ! FILTER A/A/ / / �A� 907 SW Stark Street Portland OR 97205 USA MINIMUM OF 50 FT FROM SENSITIVE g'6 CATCH BASIN--.,," tel 503 226 6950 fax 503 273 9192 AREAS INCLUDING OPEN DRAINAGE 9' BY 9' MIN TOFABRIC /\\�\\/\\/\\/\\/\\/\\/\\ \\�\\�\� www.dowa-ibi rou .com www.ibigroup.wm FACILITIES AND WATERSOURSES. CONTAIN CONCRETE s , , DETAIL FABRIC /i�//i//j//�/i�/��/� g p 5. CONCRETE WASHOUT FACILITIES PLAN a EXPANSION RESTRAINT POST POCKET SHALL BE CONSTRUCTED AND NOT TO SCALE MAINTAINED IN SUFFICIENT e ° e 6' MAX. - QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE PLYWOOD ° FRONT VIEW GENERATED BY WASHOUT CONCRE48' BY 24" e. OPERATIONS. WASHOUT PAINTED WHITE AREA 0 FILTER 07C97 PR02/07/19 6. INSTALL CONCRETE WASHOUT SIGN BLACK LETTERSWITHIN 30 FEET OF TEMPORARY 16" HEIGHTSTORM PIPE CONCRETE WASHOUT FACILITY. 72" J- , 1N FFFABRIC7. TEMPORARY CONCRETE WASHOUTS 36" BACKFILL 01 PE D l MAY BE A PREFABRICATED ° e M - ° ' TRENCH �� CONTAINER THAT IS PORTABLE AND , °• DIGITALLY SIGNED CONCRETE WASHOUT SIGN • s � i REUSABLE. DETAIL PLAN VIEWs \\\\ 6' OREGON (OR EQUIVALENT) NTS ° TURNED ENDS F MIN. A JG� ID•10°1 O NOT TO SCALE GEOTEXTILE END CONNECTIONS EXCAVATED MATERIAL _ 6' OVERLAP NOTES:AY BE 3"-6 ROCK WITH A TYPICAL EXPIRATION DATE: 1?/!1/T9 1' MIN PERIMETER SBERM ED R MINIMUM 8' DEPTH 6' VEN 1. THE FILTER FABRIC SHALL BE (36" MIN. WIDTH) N FILTER SACK PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS I 6' . 1 �% SLOPE MIN. NTH NECESSARY, FILTER CLOTH SHALL BE SPLICED I� 1 TOGETHER ONLY AT A SUPPORT POST, A MINIMUM 1' MIN _ _ _ _ _ _ _ _ _ _ _ _ CATCH BASIN INSERT 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED SIDE VIEW TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS 1. 2' MIN SHOWN ON DETAIL SHEET. PROFILE NTS 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. NOTES: NOTE: THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET APART AND DRIVEN SECURELY f 3' BY 3' MIN 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION INTO THE GROUND A MINIMUM OF 24-INCHES. EXISTING GRADE 1. STAKING OF BAGS REQUIRED USING (2) XWOOD STAKES OR APPROVED EQUAL PER BAG. ON CHAPTER CRITERIA SEE CONTAIN CONCRETE 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. MUST BE BLOCKED WHEN USING FILTER TION. FABRIC INLET SACKS. SIZE OF FILTER CHAPTER 4 OF CLEAN WATER 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL EXCAVATED SECTION A-A 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS FABRIC INLET SACKS TO BE DETERMINED SERVICES EROSION PREVENTION MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, NOT TO SCALE APPROVED BY THE DISTRICT OR CITY. BY MANUFACTURER. AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ALONG THE ENTIRE DISTURBED AREA. CONCRETE WASHOUT4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED LOOPS FOR CHECK DAM 2"x2" POST INSTALLATION. STITCHED LOOPS WITH STAKES SHALL BE INSTALLED ON THE aesn�er �'m BIO- FILTER BAG Clean%ter Serves INLET PROTECTION DOWN-HILL SIDE OF THE SLOPED AREA. V DRAWING NO. 900 REVISED 12-16 DRAWING NO. 845 REVISED 12-16 TYPE 5 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, L DRAWING NO. 920 REVISED 12-16 BUT NOT BEFORE THE UP-SLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH Q 7 5 J RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL SCALE: NTS SCALE: NTS SCALE: NTS BE MADE IMMEDIATELY. FENCE O (D_41EDIMENT NTS O N FOR FURTHER INF ON DESIGN CRITERIIAAMSEE N FOR FURTHER INFORMATION FOR FURTHER INFORMATION C ti CHAPTER 4 OF CLEAN WATER ' ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE ^ 07 SERVICES EROSION PREVENTION SLOPE TO DRAIN BACK TO WASH 1212' CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER i Vn AND SEDIMENT CONTROL ( ) SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION ' + PLANNING AND DESIGN MANUAL AND SEDIMENT CONTROL AND SEDIMENT CONTROL O PLANNING AND DESIGN MANUAL PLANNING AND DESIGN MANUAL ���(�g5 Q a BO• �A 0 PGG a . M7I • V♦ (O O , . a ..a'. i� IMPERVIOUS RUN OUT AREA: DIRECTION OF TRAVEL ,:.::;' '• ° - w GRADE TO DRAIN TO WASH Chi�e.cy COPE e D.'e' . .p '•'. > WOOD STAKE ..p. ■� PLACE WATTLES ALONG SLOPE CONTOURS. :.D'.p •D.• y..o.u: D Q O ti 0 0 PROFILE o . .4.:•. eo..a. . �a v .A T6yp• 3D NOT TO SCALE RADIUS = 25' MINTYP. . '.V.,, a ♦� \y � ?� co M SD' MIN. 9' 18'MIN. 12' CLEAN PIT RUN OR 3'- 6' CLEAN ROCKco Q�0`n OF F,GF Oto to M M I I 52-,ur.- SUBGRADE REINFORCEMENT \�G�► WHEAT STRAW. RYE :C:-�- ;;� � GEOTEXTILE. AS REQUIRED pg „._ GRASS STRAW, PLAN VIEW .•;Y:..«: e'•:^�,:�.:.;-:. - STAGGER COCONUT OR wN�re•; �,:�=±`v"•"��''�.'=:. JOINTS EXCELSIOR WATTLES , ``=`••.""'`•, 8' MIN. •�•tii. .'r'. �.�;..: DEPTH *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL O ° GRAVEL CONSTRUCTION PLAN VIEW ENDS OF 6AENTRANCE CURB RAMP TYPICAL CONTRACTOR TO PROVIDE ° NTS (WHEN REQUIRED) DIRECTION OF TRAVEL WRIER SUPPLY TO MAINTAIN ° ° SECTION NOT TO SCALE 12' OF WATER AT ALL TIMES a - "PAVEMENT STAKING SPACINGe111 SW Fifth Ave., Suite 2500 ' Portland,OR 97204 4' O.C.EXISTING GRADE � , � , ^'' . O: 503.227.3251 F: 503.274.4681 ' ? ' : ✓..':z3i'=i': •: +:w•;.,:tr' www.koff.com D APPROVED BAG OR . 1' APPROVED o ° ° : ' ° a TYP. TYP ALTERNATIVE .•� l t (WHEN REQUIRED) 1% GRADE ' •° ° ° >.. . SO'MIN. MINIMUM 1'r ° NOTES: OVERLAPPING ON UPHILL 1. STAKING SPECIFICATIONS: 8'MIN. CONCRETE BARS 112' D.C. BOTH WAYS ° ° SIDE ° 1'X2' WOODEN STAKES ` b. ADDITIONAL STAKES MAY BE INSTALLED ON CRUSH BASE COURSE ° DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WALL PREVENT TRACKING OR FLOWING 1'MIN. HIGHLY EROSIVE SOILS. OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR FILTER FABRIC CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. AS REWIRED ° 2. SPACING IN ACCORDANCE WITH DETAIL 940. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. NON-WOVEN GEOTEXTILE ° 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR 3 THAT DRMEN AINS INTO ANHING IS APPROVED IT SHALL BE TONE ON ASTABILIZED WITH CRUSHED STONE APPROVED SEDIMEN TRAP OR SEDIMENT BASIN. OTHER OBSTRUCTIONS SO THAT THE INSTALLED 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 0 PROFILE PROFILE WATTLES WILL HAVE DIRECT CONTACT WITH THE ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED k eI a n 0 NOTES PLAN VIEW SOIL FILTERING SYSTEM. y P J 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FOR FURTHER INFORMATION NOT TO SCALE 4. INSTALL THE WATTLES IN A 2' DEEP TRENCH, 5. DIMENSIONS NOTES: AS NEEDED TO PREVENT TRACKING FROM TIRE ON DESIGN CRITMA SIE INSURING THAT NO GAPS EXIST BETWEEN THE SINGLE FAMILY WASH; SEDIMENT LADEN WATER MAY BE PIPED TO �� �OLEAN WATER SOIL AND THE BOTTOM OF THE WATTLE.. THE 20' LONG BY 20' WADE 8" DEEP OF -Y4' MINUS CLEAN ROCK. phase BID & PERMIT 1. BIO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. AN APPROVED SEDIMENT TRAP.CILAND SEDIMENT CONTROL ENDS OF ADJACENT WATTLES SHALL BE COMMERCIAL 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING (2) 1'x 2" WOOD STAKES OR PLANNING AND DESIGN MANUAL OVERLAPPED 1 FT. MINIMUM TO PREVENT 50' LONG BY 20' WADE 3-6' CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE (n TEMPOORARYRARY TIRE WASH. U APPROVED EQUAL PER BAG. 2. USE TFABRIC WITH AGGREGATE FORA SEDIMENT PASSING THROUGH THE FIELD JOINT. FABRIC TO PREVENT SUB-SOIL PUMPING. 6 date FEBRUARY 8, 2019 04 OUTLET PROTECTION revisions TIRE WASH - ( DRIVE- THROUGH )`� RIP RAP Sel"ill = Servicers WATTLES CONSTRUCTION ENTRANCE JDRAWING NO. 820 REVISED 12-16 DRAWING NO. 870 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 a 0 U v SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS U) J a project# 116055 N� ESCP DETAILS 0 aco U-)o 45_1 9 �0_ M0 C7m5 rn� NZ �W 1;p J N LL J r� AS PER LE�ENO 48" HIGH DENSITY ORANGE POLYETHELENE SAFETY FENCE \POST qPACING Dull Olson Weekes - IBI Group Architects, Inc. STAKES: 72" T—POST DRIVEN 20" MIN. BELOW GRADE WIRE OR ZIP TIES TO SECURE 907 SW Stark Street Portland OR 97205 USA SAFETY FENCE TO POST tel 503 226 6950 fax 503 273 9192 www.dowa-lbigroup.com www.ibigroup.com FINISHED GRADE a � III I III 079701PE PROFFovonts NOTES1. ALL SENSITIVE AREAS SHALL 9BE PROTECTED AS PER PLAN. LEGEND 2. SAFETY FENCE SHOULD BE DIGITAILYSIGNED OREGON 7 SAF12 48" ORANGE FENCE, 12 FEET O.C. FASTENED SECURELY TO THE o �0t. fo,too, p SAF11 48" ORANGE FENCE, 11 FEET O.C. T—POSTS. 9p MARKpO� SAF10 48" ORANGE FENCE, 10 FEET O.C. 3. THE FENCING MUST REMAIN IN SAF9 48" ORANGE FENCE, 9 FEET O.C. PLACE DURING ALL PHASES OF IF EXPIRATION DATE: 913VB SAF8 48" ORANGE FENCE, 8 FEET O.C.. CONSTRUCTION; ANY CHANGE OF THE PROTECTIVE FENCING SAF7 48" ORANGE FENCE, 7 FEET O.C. MUST BE APPROVED. SAF6 48" ORANGE FENCE, 6 FEET O.C. ORANGE CONSTRUCTION FENCING 1 SCALE: NTS U .L O O p U N CV (n ti V/ .� O CU (o O •= Q Oti O V �^ CD 3: d m CSO CD C) ..'T � 1q)ff 111 SW Fifth Ave., Suite 2500 Portland,OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com k e y p l a n o phase BID & PERMIT a U to LL' date FEBRUARY 8, 2019 04 N co revisions 0 F O J a 0 a U H J project# 16055 M ESCP DETAILS 0 0 N� U')O C7m6 rn� oZ N LLI (n-j CN PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . wM J PUBLIC FACILITY IMPROVEMENT PLANS - - I B LEGEND PROJECT CONTACTS I PROPOSED DESCRIPTIONXIE STING TWALITY MIDDLE SCHOOL OWNER: ELECTRICAL ENGINEER: - - PROPERTY LINE - - TIGARD-TUALATIN SCHOOL DISTRICT PAE ENGINEERS Dull Olson Weekes - IBI Group 6960 SW SANDBURG STREET 522 SW 5TH AVENUE, SUITE 1500 Architects, Inc. RIGHT OF WAY - - TIGARD, OREGON 97223 PORTLAND, OREGON 97204 EASEMENT LINE - CITY OF TIGARD, OREGON TEL: 503-431-4016 TEL: 503-226-2921 CENTERLINE - CONTACT: DAVID MOORE CONTACT: MICHAEL LOPEZ 907 SW Stark Street Portland OR 97205 USA BUILDING OUTLINE tel 503 226 6950 fax 503 273 9192 BUILDING OVERHANG - - - - - v View V•;? CIVIL ENGINEER/PROJECT MANAGER: PROJECT MANAGER: www.dowa-ibigroup.com www.ibigroup.com wMountg KPFF CONSULTING ENGINEERS DAY CPM SIDEWALK/CONCRETE 111 SW FIFTH AVENUE, SUITE 2500 12745 SW BEAVERTON RD, #120 CURB PORTLAND, OREGON 97204 BEAVERTON, OREGON 97005 -- CURB & GUTTER PROJECT SITE TEL: 503-227-3251 TEL: 503-641-4100 CONTACT: PAUL DEDYO CONTACT: SHAWN CHRISTENSEN EDGE OF ASPHALT --------- GRADE BREAK ARCHITECT: - - - - - SAWCUT SW Inez St " =''' '" DULL OLSEN IBI GROUP ARCHITECTS INC. QED PROF, S 02/07/19 CYCLONE FENCE, UNO o 907 SW STARK STREET V\5 � I N FF S�Oy PORTLAND, OREGON 97205rc� `` 79701 PE 19 ql WOOD FENCEity Middle school TEL: 503-226-6950 _ SW Pembrock Sl CONTACT: REBECCA GRANT DIGITALLY SIGNED SIDEWALK SW Pinebrook Dr SW Pinebrauk UTILITY CONTACTS oaEcoN LANDSCAPE AREA N Murdock St SW Murdock St COT STORM: PGE POWER: James Templeton EXPIRATION DATE: 12/3VD 255 CONTOUR 245 _? Elements S&ool� 13125 SW HALL BLVD. 2213 SW 153RD DRIVE. m Elementary iyeckln TIGARD, OREGON 97223 BEAVERTON, OREGON 97006 STORM DRAIN SD n rn TEL: 503-718-2607 TEL: 503-672-5417 IRRIGATION IRR CONTACT: ROB BLOCK, STORM SUPERVISOR CONTACT: RICO SOLIS, OUTDOOR LIGHTING SW SERVICES WESTERN SANITARY SEWER SS W COT WATER W WATER MAIN w o St � %De 913125 SW HALL BLVD. G GAS MAIN [G] 3 s TIGARD, OREGON 97204 (PER RECORD DOCS) < > > > TEL: 503-718-2600 CONTACT: SAM MORRISON, WATER FP FIRE PROTECTION SW Sattler St SW Sattler St SW Sattler St SW Sattler S. OPERATIONS SUPERVISOR ■ CATCH BASIN ® SV ■ AREA DRAIN ® ABBREVIATIONS UTILITY POLE $ ❑ + LIGHT POLE o-6 �aws4de�t ` AC ASPHALT CONCRETE GV GATE VALVE STA STATION SW Bellflow APPROX APPROXIMATE HP HIGH POINT STD STANDARD JUNCTION BOX ❑ ' rn BOW BACK OF WALK MIN MINIMUM S/W SIDEWALK • CLEANOUT (COTG) 0SW Pippen Ln BW BOTTOM OF WALL N NORTHING TC TOP OF CURB _4__j CB CATCH BASIN P/L PROPERTY LINE TP TOP OF PAVEMENT V MANHOLE O MAP FROM: GOQGLE © CL CENTERLINE PC POINT OF CURVATURE TW TOP OF WALL WATER METER ❑ CONIC. CONCRETE PT POINT OF TANGENT TYP TYPICAL }� VICINITY MAP d DELTA R RIM W WATER FIRE HYDRANT b' E EASTING R.O.W RIGHT-OF-WAY 1 SCALE: NTS W/ WTH FDC Q t EXIST./EX EXISTING S SLOPE (FT/FT) WM WATER METER GAS VALVE O FH FIRE HYDRANT SD STORM DRAIN WV WATER VALVE FL FLOWLINE SHT SHEET SIGN g G GUTTER SS SANITARY SEWER O _ TREE GB GRADE BREAK ST STREET O UTILITY VAULT U N O CV THRUST BLOCK SHEET INDEX O SHEET M NUMBER SHEET TITLE 0/ O COA COVER SHEET v/ s L NOTICE TO EXCAVATORS: CO.2 NOTES ATTENTION: OREGON LAW REQUIRES YOU CO.3 EXISTING CONDITIONS H TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. CO.4 EXISTING CONDITIONS AND DEMOLITION PLAN THOSE RULES ARE SET FORTH IN OAR 0 952-001-0010 THROUGH OAR C0.5 EXISTING CONDITIONS AND DEMOLITION PLAN CD -'q- 0 952-001-0090. YOU MAY OBTAIN CO.6 EXISTING CONDITIONS AND DEMOLITION PLAN ti CD C) Q COPIES OF THE RULES BY CALLING THE COTE . . TYPICAL SECTION (NOTE: THE TELEPHONE NUMBER FOR C1.1 HORIZONTAL CONTROL PLAN L � � -30 THE OREGON UTILITY NOTIFICATION w CENTER IS (503)-232-1987). C2.1 SW 97TH AVENUE - PLAN AND PROFILE O O C2.2 SW 97TH AVENUE - PLAN AND PROFILE LO L0 0 POTENTIAL UNDERGROUND FACILITY OWNERS C2.3 SW 97TH AVENUE - PLAN AND PROFILE CD Dig Safely. C2.4 SW 97TH AVENUE - PLAN AND PROFILE 0 C3.1 SW INEZ STREET - PLAN AND PROFILE Call the Oregon One-Call Center C4.1 SW 92ND AVE - PLAN AND PROFILE 1-800-332-2344 c5.1 DETAILS 1Tff 0 a C5.2 DETAILS E EMERGENCY TELEPHONE NUMBERS C5.3 DETAILS 111 SW Fifth Ave., Suite 2500 NW NATURAL GAS C5.4 DETAILS Portland,OR 97204 O: 503.227.3251 F: 503.274.4681 M-F 7am-6pm 503-226-4211 Ext.4313 C6.1 EROSION AND SEDIMENT CONTROL PLAN www.kpff.com o AFTER HOURS 503-226-4211 C6.2 EROSION AND SEDIMENT CONTROL PLAN a PGE 503-464-7777 O CENTURYLINK 1-800-573-1311 C6.3 EROSION AND SEDIMENT CONTROL PLAN a i `� CITY BUREAU OF MAINTENANCE 503-823-1700 C6.4 EROSION AND SEDIMENT CONTROL DETAILS D CITY WATER 503-823-4874 E0.1 SYMBOLS, LEGEND, ABBREVIATIONS, & SCHEDULES - ELECTRICAL w Q VERIZON 1-800-483-1000 O - ELECTRICAL CJ 3 m E2.1 SW 97TH AVE. PLAN - LIGHTING o a E E2.2 SW 97TH AVE. PLAN - LIGHTING N a 1 "'o E2.3 SW 97TH AVE. PLAN - LIGHTING Z u Z o E2.4 SW 97TH AVE. PLAN - LIGHTING k e y p l a n %o W � 2i o ° JOB No.: 1600327 a\ 9500 SW MURDOCK,TIGARD, OR 97224 SHEET N0. DESIGNED BY: J. ADAMS phase BID & PERMIT O iN PUBLIC FACILITY IMPROVEMENT PLANS 0- i DRAWN BY: TWALITY MIDDLE SCHOOL R. CADUA 2E z 111 SW Fifth Ave., Suite 2500 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON a CO U o Portland, OR 97204 PLOT DATE: 2/6/19 3:20pm date FEBRUARY 8, 2019 O:503.227.3251 1q)ff In d F: 50koff.c m PLOTTED BY: JAdams SHEET OF revisions Z www.koff.com DWG NAME: C0.1-COVERCOVER SHEET 1 28 RECORD NO. ~ REVISION DATE DESCRIPTION BY TAB NAME: COA O 1600329 J a 0 Q U U) H- J a project # 116055 N PUBLIC FACILITY co CD CD IMPROVEMENT PERMIT �co PLANS 00 Oil CV 6,51 C8mO CD (V LLI �J NLL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR 1/ BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . wm J GENERAL NOTES CONSTRUCTION NOTES CITY OF TIGARD WATER CONSTRUCTION NOTES CITY OF TIGARD GENERAL NOTES - GRADING PLAN PERMITS MiaI B 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 NO. 1 BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK Chill Olson Weekes - IBI Group USING THE OREGON REAL-TIME GPS NETOWRK (ORGN). CONTROL POINT #1 ELEV=273.25'. 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES CONSTRUCTION-DEVELOPMENT PLAN SET. Architects, Inc. 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL WITH WATER IS NOT PERMITTED. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, CONSTRUCTION SITE AT ALL TIMES. 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING. ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 907 SW Stark Street Portland OR 97205 USA 3. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO tel 503 226 6950 fax 503 273 9192 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION SCHEDULE A PRECONSTRUCTION MEETING. TELEPHONE (503)639-4171. 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL www.dowa-ibigroup.com www.ibigroup.com PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEET C1.1 FOR PROJECT CONTROL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY INFORMATION. 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) TIME. STANDARDS. 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION DEMOLITION CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 5. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, 6. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON CURBS, SIDEWALKS AND OTHER ELEMENTS WITHIN THE WORK AREA IDENTIFIED IN THE PLANS. MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST. 07r9701PE"$' PROFFS oz-o7� 9 DISCOVERY. SHALL BE MJ MECHANICAL JOINT UNLESS OTHERWISE SPECIFIED. 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING N F soy2. CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND ( )DISPOSED OF PROPERLY. CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY 9l6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTAIION 7. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND 3. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, SHALL BE %"-0" GRAVEL. SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON DIGITALLY SIGNED MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. BETTER. 8. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE GTE 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OREGON 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT OPERATING NUT EXTENSIONS WILL BE REQUIRED. OF 11{2" -3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN °gUlU�' t°'to�1oyo SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2015 OREGON STANDARD 4. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN Z MARK �� SPECIFICATIONS FOR CONSTRUCTION, AND CITY OF TIGARD PUBLIC IMPROVEMENTS DESIGN CONSTRUCTION JOINT. 9. POURED CONCRETE THRUST BLOCKS ARE REQUIRED AT EACH TEE, CROSS, AND BEND TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 EXPIRATION DATE: 12/3" STANDARDS. 5. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR 8. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL PAVEMENT. 10. A 4" X 4" X 8'-0" OUTLINE, SHALL BE PAINTED BLUE IN FRONT OF WATER SERVICE SIMILAR MATERIAL EXCEEDING A 12INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. FILL. THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 11. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN VALVE, 6" MJ X MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN 9. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY A-442, 6" MJ, 5-1/4" MVO, 3-PORT (2-21A2" NST HOSE CONNECTION, 1-411h" NST PUMPER), UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 11/h" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE UTILITIES MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). REPORT/RECOMMENDATION CHANGES. EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND 12. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1% UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 COVERS, ETC. TO FINISHED GRADE. CUBIC YARDS OF CRUSHED 2" - 3/4" DRAIN ROCK. TAR PAPER WILL BE LAID ON TOP OF 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE LOCATED. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM 13. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER 10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE 9, THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM INFORMATION ONLY AND ARE NOT GUARANTEED BE COMPLETE OR ACCURATE. CONTRACTOR OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILIl1ES OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. 3. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES THE RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. THE WATER LINE. -4-0� ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, V PREVENT GRADE AND ALIGNMENT CONFLICTS. 14. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE ETC.). 'i 11. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE U) WORK. STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PS Q 12. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE STORM AND SANITARY 15. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO CONTRACTOR SHALL ADHERE TO CITY OF CITY OF TIGARD, AND CLEAN WATER SERVICES FOR EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE W LEAST DA FEET PER SECOND. O MINIMUM EROSION CONTROL MEASURES AND CONFORM WITH THE APPROVED OREGON DEQ 1200-C 1. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, DISINFECTION SHALL BE IN ACCORDANCE WITH AWA STANDARD C651-92, THE STATE PERMIT. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE O ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A N UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND USING A LASER.2. ALL CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED N FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). THE DISINFECTION Q U ti SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS � O FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. OTHERWISE IN THE PLANS. ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF 0 '^ 3. COORDINATE CONNECTION TO PROPOSED ONSITE PRIVATE STORM SYSTEM. THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE V♦ }� _0 14. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF TIGARD FOR REVIEW AND PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A Ca 0) APPROVAL PRIOR TO COMMENCING CONSTRUCTION. FREE CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, n-� H FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL 15. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO TEMPLETON ELEMENTARY SCHOOL AT ALL TIMES CHEMICALLY AND ACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF (D N DURING CONSTRUCTION, EXCEPT AS APPROVED IN WRITING BY OWNER. THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER Q O ti o WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY G �O �o U 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. ti -,I- -Zi- Iii THE OWNER. 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER M M GRADE. 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS -30 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS WILL BE TAKEN BY TPW. (z ui PER DETAIL. 16. TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO SURFACING OF �_ O O ~ LO LO STREETS. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND cfl zz 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM N DEPARTMENT REGULATIONS, CHAPTER 333. MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICECD , 4. COORDINATE TEMPORARY SHUT DOWN OF WATER SERVICE TO EXISTING TEMPLETON ELEMENTARY MINIMUM OFA DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE SCHOOL WITH OWNER AND TIGARD FIRE MARSHAL FOR REPLACEMENT OF 3-INCH DOMESTIC WATER OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, SERVICE. OBTAIN WRITTEN APPROVAL FROM OWNER PRIOR TO DISRUPTING WATER SERVICE. INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER E OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE EARTHWORKS INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER 1Tff DIVISION, BEFORE WATER SERVICES CAN BEGIN. - 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE 111 sw Fifth Ave., suite zsoo STORM DRAINAGE SYSTEM. 17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER Portland, OR 97204 SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR O: 503.227.3251 Q 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2% FOR F:www.kpff.com DETAIL, AS REQUIRED BY THE CITY OF TIGARD PUBLIC WORKS. FLOODING OR JETTING THE www.koff.com BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. ENGINEERING REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING MASTER MAP, a INTERSECTION MAPS, ETC. C`) o 0 ! E (n E -o LU T� O z O T � 307 N E O N a M O CD " k e y p l a n Z %o LU JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. LU �� phase BID & PERMIT O a� DESIGNED BY: J. ADAMS U N PUBLIC FACILITY IMPROVEMENT PLANS 0 r / DRAWN BY: R. CADUA MIDDLE z -6 CHECKED BY: CITY OF TIGARD, OREGON _ N 111 SW Fifth Ave., suite 2500 P. DEDYO C092 date FEBRUARY 8, 2019 U 6 O Portland, 97204 PLOT DATE: 2/6/19 3:20pm O:503.227.7.3251 _JET a 1TffF: 503.224.4681 PLOTTED BY: JAdams SHEET OF revisions m www.koff.com N DWG NAME: C0.2-NOTES.dwg01- NOTES RECORD 0. 28 � N REVISION DATE DESCRIPTION BY TAB NAME: C0.2 1600329 J 0 Q U H J project # 16055 N PUBLIC FACILITY IMPROVEMENT PERMIT 2E� PLANS �O o� 6,5 a rnU C8ml CD = PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. e CLQ r� I19 \� STORM TABLE: SANITARY TABLE: I I •.,9 I L9� 1 STORM MANHOIE(now COMM) yy CATCH BASIN(SUMPTYPE) 21 GTCHBASIN(SUMPTYPE) 31 CATCH BASIN q0 STORM MANHOLE(FLOW CONTROL) 5p CATCH WIN(SUMP ME) 1 SANITARY MANHOLE 6 SANITARY MANHOLE Il SWRARY MANHOLE _ v� ,U1�Lfl� I O RIM=2WAT O RIM=mw- O RIM=275.07' O RIM=293.29' O RIM=269.26' O RIM-258." O RIM=255.92' O LOCATION PER AS-BURT O RIM=301.56' C OVERFLOW=288.9T WATER LEVEL=27&9O WATER LEVEL=274.32' IE 12"IN(NEI=290.39' IE 181 IN(5)=265.06' WATER I6VEL•256.94' IEWIN(SW)=249.6]' IE 4•IN(NW)=29].]6' IE 0"OUT(NW)=286.52' IE12"OUTISQ=290.09' IE 12-00(E)=265.06' IE8"OUT(EI=249.62' O SANITARYMANHOLE IE8.OW(S)=297.51' ( r- 12 GttH BASIN O STORM MANHOLE 5y CATCH BASIN(SUMP TYPE) RIM =287.65' pr \ I I I O2 CATCH WIN(WATER QUALTM RIM=280.14' RIM=283.73' 32 CATCH BASIN 41 CATCH WIN(WATER QUALITY) RIM=260.]0' O SANT MANHOLE IE4°IN(NW)-281.35' O SANITARYMANHOIE 25 lL IN RIM=293.72' IE4•INISE)=279.54' IE6"IN(NE)=D&83' RIM=293.01' RIM=26985' FILLED WITH DEBRIS MM=256.58' IEB•IN(N)=281.35' RIM=300.54' DUII Olson Weekes IBI Group 3\ I I WATER LEVEL=292.72' E4.OUr(SW)=279.44' EB-IN(NW)=278.63' IE 12"IN(NE)=290.51' WATER LEVEL=268.45' IE8'IN(SIM-250.93' IEWOUT(SE)=281.15' E8•IN(S)=291.04' Q IEWOUT(SE)=27&43' IE12"OUT(SW)=290.41' S2 CATCH WIN (WMPTYPE) IE8"IN(W)-250.88' IE8.OUT(N)=290.84' AI'CI1IteCtS, Inc. '1 02 J I O CATCH WIN(WATER QUALM) 13 CATCH BASIN q2 CATCHBASIN(SUMP]YPE) RIM-260.78- IErOUT(NE)=250.53' O SANITARY MANHOLE RIM=209.63' RIM=280.15' O CATCHBASIN(SUMPTYPEI ;; CATCH BASIN RIM=266.32' FILLED WITH DEBRIS RIM=294.02' O SANITARY MANHOLE �1. WATERLEVEL•288J8 IEOIN(NW)=275.55' RIM=280A9' RIM=293.09' WATER LEVEL=265.57' O SANITARY MANHOLE IE8°IN(W)=285.42' RIM=305.10' IE4°OW(SW)=2]9.45' WATERLEVEL=2]9.]9' IE 12"IN(N)=290.]9' S3 STORM MANHOLE RIM=262.57' IE8°IN(NJ=2&852' IE8•INIW)=297.80' o SEE 0- O4 rATCR&ASIN(SUMPTYPE) IE 12"OUT(SIM=290.69' O CATCHWIN(SUMPTYPE) RIM=240.93' IE8"IN(W)=25].5]' IE8°OUT(5)=285.32' IE8.OUT(N)=297.60' C RIM=289.73' yq CATCH WIN(SUMP TYPE) 2q CATCHBASIN(SUMPTYPE) RIM-266.31' IE12"IN(N)=236.53' IE8"OU (Q=25].2]' WATER LEVEL=288.83' RIM=274.54' AIM=278.60' 34 CATCH BASIN WATERUNEL=265.65' IE 12"OUT(E)=238.23' 9 SANITARY MANHOLE 14 SAIRMARY MANHOLE 907 SW Stark Street Portland OR 97205 USA SHEET, WATER LEVEL=273.35' WATER LEVEL=2.15' O RIM=301.96' 4 SANITARYMANHOLE O RIM=293.90' O RIM=268.85' Irl OS CATCH WIN(SUMPTYPE) IE 12"OUT(5)=298.96' O CATCHBASIN(SUMPTYPE) GRIM=270.76' IE8"IN(N)=266.00' IEg-IN(W)=262.95' tel 503 226 6950 fax 503 273 9192 - www RIM=285.10' 15 CATCH BASIN 25 CATCH MIN(SUMP TYPE) RIM=266.23' IE8"IN(SW)=266,56' IE8"OUT(5)=285.90' IE8"OUT(Q-262.6P www.dowa-ibi roU Com wwW.lbl roU Com WATER LEVEL=28430' RIM•274.6' RIM=285%9' 35 CATCH B]51N WATER LEVEL=265.68' IEB'IN(W)=265.96' 9 p' 9 p' I CO.5 IE 4.OUr(NE)=272.48' WATER LEVEL=284.74' RIM=301.43' IEB-IN(NW)=26596' 10 SANITARY MANHOLE 15 SANITARY MANHOLE - �]MI I I O6 CATCH WIN(SUMPTYPE) O O IE 12"OUT(E)=299.33' 45 STORM MANHOLE IE8"OUT(E)=265.]6' RIM=302.34' RIM=286.19' t RIM=284.86' yb GIYH BASIN 26 CATCH&451N(SUMPTYPE) RIM=266.84' IES-IN(")=293.N' IE 4-IN INW)=2T/.19' �� WATER LEVEL=2&3.96' RIM=273.80' RIM=265.42' 36 CATCH WIN(SUMP TYPE) IE10•IN(S)=261.]4' O SANMARYMANHOLE IEWIN(N)=293.24' IE 4-IN(W)=27].19' N / RILL OF DEBRIS WATER LEVEL=26432' RIM=267.69' IE8'IN(W)=261.74' RIM•2n.61' E8"OUT(5)=293.14' E8.OUT(E)=276.99' (-' D SSS O CATCHWIN(SUMPTYPE) STRUCR)RE CLOGGED IE30°OUT(N)=261.61' Tr IN(W)=26].61' ' FO F RFO N FO 20 RIM=28442' y7 CATCH BASIN 27 CATCHBASIN(SUMPTYPE) IEB"OUT(NE)=26].21' WATER LEVEL=283.27' RIM=2]4.03' RIM=285.33' 3] CATCH MIN(WATER QUAUTY) O CATCHWN(SUMPTYPEI 15 SEE _ 8"SS _ O FULL OF DEBRIS WATER LEVEL=286.18' RIM=26&00' RIM=266.38' II\ rn^ \ \ \ \ mpg 8 CATCH WIN(SUMPTYPE) WATER LEVEL=267.55' WATERIEVEL=265.48' I III` j°N�/ si•.aw >4 I SHEET SWw EZ STREET w - W 14 RIM WATERLEVEL O RIM= 7T51N(SUMP TYPE) O IUM= 8ASIN ISUMPTYPEI 3 b W PIPESVSIBLE .90' RIM ERUFVE' RIM=265.39' O STORM MANHOLE 7 RIM- 6A9N($DMPTYPE) h\\\ \ \ \ \ Y. k wv - NO PIPES V6IBLE WATEfl LEVEL=2T3.11' WATER LEVEL=283.]5' RIM=26SM O RIM ERUEVE' - - [Bl y IE6°IN IYM1=265.65' 4 WATEfl 1EVEL=2652]' -\ ..f9 ,4. y'. s w�, CO•` _ A ••C�c�� O9 CATCH WIN Ig GTQIBf51N191MPTVPn 7.g GTCHBASIN(SUMPTYPE) IE6•INIE)=265.65' pPROFFJ• 02/p7/19 " _ U _ \\ \ E9 O = 76.83 WATER LEVEL 272.]8 WATER LEVEL IE 1B O .TER QU TY) RIM=266VEL-26528 E ffl797 . IL 1 • � RIM 2]9.62' RIM 2T3.50' RIM•28539' UT(N) 2 qg CATCH WIN LSU )4� �� ° \ rT\ (� I " UT ISE) 2 O AIM 265.96' /QN RIM= BASIN IW AU - C,1 NF SO------�/'L �-rQ CAt�/� \`,\ c� Ja 10 CATCH BASIN 20 STORMMANHOIE RCATCH 1M= BC95'ISUMPTYPn WATER LEVELF� �.�T � vY .•p ' •,'\�`N PIM= ' RIM=266.49' RIM=28495' WgTER LEVEL=26].59' CATCHBA9N SUMPTYPE •y lOQ"f �L9 \ I - `� ,� N (\, � ' ��•� �,�)),Ci2?/J\\ IE4"OUT(NE)•279.11' IE12"OUT lE1=261.69' WATER LEVEL=283.75' 49 AIM=297.30'( ) 01 PE I / ,1 ?� 9, \ GJ g' \ \ WA ER EVEI=258.97' I TII, t, \\ ��N�% �N I �� i I 1/ '. \\\ \\\� g DIGITALLY SIGNED I •/ I Lxl OO / •' • :.2.• _ \ \ � a J OREGON 1 1 I � I I I r�`fl�\r'Lo 1 1Ko2N � / I Lr>�� � \ • `>:e.. •. ''�"t ''' '. -':`.": �.:.. \\ \\\\\ ea�� e�' I I I • ,� � -� \ 1 Y N cow • ': ��'. •,:' `� .�'.::: \ ,,p1�• MARK p I '25' I GO CO N N N \ \ ..y.• ,4i r` ° =i•: ::? r�:•'<..� ll�l `" SEE I EXPIRATION DATE: 913VM 25'I-i I I I a rn-CO N 1 \ { `:; I ..,.,.,_ o ' I oo ro o``�ryo' ti I 1 1 \ _ w::' ,' z;..' /( }� ► _ .I w Lo,� SHEET 9*s - / / / /� T\°'� '\ NS[ _ I \ / , ; iv / 27 ^h 7 2� I\ N 1 /� // /// � � N^ � CO.6 I . L m I / / / / .0oro (A \ I 1 \ / /�:•`'' rx'f,i:R; . ..^ ':' / �4 Nw/ �„ lR / \\2) r o A �/ / / / Q` SEE / ti its n. / \ __: '4:. . :/ \ ; � 11 // -275 \3\N N ^ �O / / / / Qr / O` SHEET \ \ :' / / / // \� ,n ��\ / - - - - - _ - - •/ f�V' /' "I /- / "./" I I 1 ) / / /ry 9,10 ...`i�a - , / I .e}T`r:.�..r ; . -'Z81 - . ..• • y � � / C0.5 I M o I / I /� Ty°�cL� 291y•j,C14W 1 I N' \if .' j" ,,,. I NL \ I /- ry 11 . .f. _,f j�// J Lv / 1 ,� I I l �rn l / / l / / I 12$ / .`,'•` ��m ^ ^�- _.;.� ' Q ... / 1 11111 1 / n• / � �.. 1 u III / N rn � / / orl , � ti^��_"::: >,, /� / � 1 11 N 1J// /�� / / / / I / 2g6 ti . h. . / I 1 III / / % rn ; / ti '� ��,. ',1275, °�: // I I I / IIIII// // / ✓ I 1 I lith / 5 PS I l r ry N / / / / r '' \'> . /jam J ^� / / oNVI' I I I I 1 1 / N ^ l J / l (� ?:-. :-::<!:,:.: nYnunru"wTsawol .': \ / • iv I l IQIIf / , / NOTES: U_ / / w ,;:,� ..� / ti I I /� llll/I 1 / / / o i - - I / / N .:' p\' / If / /�/ /� 0 (.�. / I^,' 'b If / / / / / 1.) VERTICAL DATUM:NAVD 88(GEOID 12A) , • I 6►'1,� 1 - :;Y' . \ / � / / / IN //// / r/ / / / / ,.rw ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO.1I LU V J SEE / / //� / USING THE OREGON REAL-TIME GPS NETWORK(ORGN). Q SW PCM X SHEET 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM(04'728), _ / 5 A / / �T 'y 1 1 / / r\r/ /' / •~ h / 0` / / / / /f / / / /' g� PORTLAND ZONE.THE RESULTANT BEARING OF THE CENTERLINE OF SW 97TH AVENUE IS / / (4/ � 1 / / / ,, - r w p / 4'0.4 1 `�' [ / / / / 1 ::: "•'r0 '� ww, a'° '4 � / rV /Q / // / / / 4j NORTH 00°34'45"EAST. O B Iw / / / / / " :• r\Y,'« . / ,J yam, / �J % • l42 /� /// / / �� O / rn :is I / /, �' o / / / / / LTL :° '. / - _ / / / / / / / ] rn / Y. •/:,.�: S�� 2j4 / I / / / ,/ / / � 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE ORDER NO. 7019-2858130,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 �� / / / / r / o w e?�A$ J / J / :�,:-;'� ::' \e �,G \ / / / '• (TEMPLETON ELEMENTARY SCHOOL)AND LOT BOOK SERVICE ORDER NO 7019-2558150 C ti ' 0 / IN / // / / SUPPLEMENTAL,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 Nr� / / •/ I / / Nuri' (TWALITY MIDDLE SCHOOL) i ' o I c O ` / ti .. .. / // // cary / / /' 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS&REFERENCE MAPS -0 / r� / / III l l / ,� •' Y . // / ////� tyCU ro // // I _ _ _ _ - _ _ _ ARE DNOT AVAILABE AVAILABLE LE.ALL UTILY THE IITY LOCATIONS SOUS UTILITY HOULD D BEN FIELD ERIFLESS IEDE(POTHOLED)D,DEPTHS PRIOR OF UTILITY LINES A\ (/ / / �[ �•`c / ° ^� / / /// / / / / $� CONSTRUCTION. CU ~ / O -g- 19 .� O O nvumml"Puvla"L {/ 1 274/1 �B\\ v' // // / // // '�� Q I / II / Y m. .� \ �� I ° // " /✓j / /// // l a I I /// _ L c i M I / IIIIIII� I / PROJECT CONTROL: `� O \ /lJJ l I N / �� # STATION DESCRIPTION NORTHING EASTING ELEVATION U-) CD � y/ X ^ ^tl' / p1///I / / / / \ 1 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132419.84 321787.80 273.25'CIV F I / I \ �-S y' j N !y / / / / J / I l I I )It 2 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132390.80 322280.98 258.35' ( .; • \ // \ Cpm �_, ;,'�"`r i�ab / 17 r ^ f / // / N' / I / / / I . '" 3 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132666.01 322071.44 271.99' FSEE I va- • / 4 1-1/8"BRASS CAP"KPFF CONTROL" 132899]7 321770.79 279.46' SHEET N ti / // I //J I I I 1 \ I 5 MAG NAIL W/WASHER"KPFF CONTROL" 132968.06 321577.38 285.84' IC0.4 I // \ (\ / / ^/ ,(/ I ; \\ \\ i 6 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132848.99 321444.77 294.64' \~ 7 1-1/8"BRASS CAP"KPFF CONTROL" 132647.74 321368.51 298.07' ' I � �' / ) �aT b '' \ ( N // I \ \ \ 1 ul sw FIRn Ave.,Suite zsoo o / 04 N N� X Portland,OR 97204 .• / ' '� N(� /// " •� \ \•N' / /// I I \ / I 8 1-1/8"BRASS CAP"KPFF CONTROL" 132441.79 321457.69 286.22' O: 503.227.3251 \ I ' / / l \ '' 'Al\ \ °i / / /// \ \ 1 F: 503.274.4661 \ \\ \ \ aUL 1 �' 9 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131972.32 322216.44 247.55' wwwAaffcom 00 aw0 I \ �3 2 �� .'\:\ - , \ - G / ,LS - '\ L 20 �� OQ CO / / 10 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131963.84 321947.02 257.55' n. 32 a \y N r` OrO�N c9R ; 277- IV. � j`L%/ 1'6, r' \ \ ® / I ��w 0) 00 N w� n" \�' ° `2) �\ �6 L4 p� '/ ^ Eo N L'L \ \\ \\ \\ '.« N 0 /� -Y ( �( •, • / Lp \ ,,,, / 11 1-1/8"BRASS CAP"KPFF CONTROL" 132158.83 321844.45 267.14' UN SW MURD STRE Nn'Nm."": Q2 e:rQ CP� [�� w �� �� 9\, _\ \ �2 1 7 J J _ ^J e� N L \ \ �-- -r�,"""� 1- - / - N - - - - 31 lw rn O �� I xw•4+'•s^e 4a4.Tr ^y15 -/`�j\ /\ ✓ - ' 3 9 'd „55 "a 8"SS 55'-'�_ 8::55��g„55 / ' / Ta - T ro ^ a� N ti ti ; 630 N r0 rp ! ._ I_ \ 2 // /// //// // ,.�, U = \ 9 / tir m ► ► F I N N ' [54] I / h� / / X �' WATERLINE EASEMENT 1267 �s �\ `\ 2 I I 5' Lil m 1 ' 20' WIDESEWER EASEMENT Mo I� g ; DOCUMENT N0. 2005-031025 BOOK 998, PAGE 755 U oC'I0 1 \ r� \ I 11/1/197407. .r',J \ l/J /ryrjD // /// LID \ �. ti� 1 ; `,i: ; ;\; \ 1 I // / // / �g� / / k e y p 1 a n t7. i o 0 I _ / / / / w rn JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. LU N\ phase BID & PERMIT O �N DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS a SCALE 1 INCH = 50 FEET DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL 111 SW Fifth Ave.,suite zsoo CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON CO * 3 o Portland,OR 97204 PLOT DATE: 2/6/19 3:20pm date FEBRUARY 8, 2019 0:503.227.3251 J I� FL 50 5D 10D F: 503.224.4681 i~.knff.com ]Adams SHEET OF reVISI011S PLOTTED BY: OVERALL EXISTING CONDITIONS PLAN 3 28 X DWG NAME: CO.3-EXC.dwg RECORD NO. REVISION DATE DESCRIPTION BY TAB NAME: CO.3 1600329 J d Q U CD J project # 16055 N PUBLIC FACILITY IMPROVEMENT PERMIT m� PLANS MCD 6-CN CV d C;iU C8m2 CD7. N LLI ffl J N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY, BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . wm J -So1 SHEET NOTES B 1. COORDINATE LIMITS OF PAVEMENT REMOVAL WITH PROPOSED 1 < p \\ IMPROVEMENTS. 2. SEE SHEET C1.1 FOR CENTERLINE ALIGNMENT INFORMATION. C w ♦� IT Dull Olson Weekes - IBI Group / m ;00 ' Architects, Inc. 0 70 T T T T T -� 1 r 1 X KEY NOTES p r T a r rp 907 SW Stark Street Portland OR 97205 USA T tel 503 226 6950 fax 503 273 9192 ( I 1 REMOVE STRIPING www.dowa-ibigroup.com www.ibigroup.com ' "' 12"SD 12"SD 12"SD 12"SD 12"SD 12"SD 1Z"SD 12.14D 12"SD 12"51) 12"SD 12"5 12"SD 12" 4 2 DEMOLISH CURB Z — 1 4 N ;;aI 3 REMOVE TREE 0 ut [91 [G [G] IG]�(n [G] — — [G] [G1 [G] [G] [G] 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G Y'G 4 SAW CUT AND REMOVE AC PAVEMENT AND CURB 2"G 2"G AlW 8 55 nH0 --. n"o 5 REMOVE EXISTING STOP BAR ozio7ns s5„s 8-ss N ` s"ss—100+74.51 s" 8"s e"ss – e"ss s"ss s^ss a"Ss 8"ss s"SS 8"ss - 8"ss 8"S�— nHa s ss� 8"ss s"#v REO PROFFSs n„s RT 0.59' _� nHO = 6 REMOVE SIGN AND FOUNDATION. VAS e [ N F y ,55,.8 100+00 5 101+00 SW 97TH AVENUE --- n"° e9 9 �— nHo 102+00 w 79701 PE — — — — — — — a — — — — — _ — 7 REMOVE AND SALVAGE SIGN _ c � DIGITALLY SIGNED 1 n"o —� Z 8 REMOVE EXISTING STOP SIGN %g7 100+07.09 RT 12.36' RT 0.61'85 nHo nHO I U 12 REMOVED EXISTING FIRE HYDRANT ASSEMBLY 1100+34.591 _ nNO — F– m RT 16.52' nNO 20 I Q [W] 0 [� [w] [ ] v [w] [ [ "o EX 6" WATER LINE N [w] [W 4LL � EXPIRATION DATE: U/Ht/19 m g �nHo [w] [ ] [w] IF 0 X PROTECTION KEY NOTES 0 N 2 2 0 20 PROTECT CURB p EX WATER K 21° 21 PROTECT UNDERGROUND UTILITY VALVE M —�--M r o Z o 0 12 EX FH EX FDC I[J ASSEMBLY rn O (R– 3 N 3 N I z D EX 4" DOUBLE DETECTOR EX FH ,2 = LEGEND N ' w �� m { EX 3” WATER APPROXIMATE EXTENT OF I SERVICE VAULT CHECK VALVE ASSEMBLY, 1 DEMOLITION OF CURB AND PAVEMENT PLAN - SW 97TH AVENUE -4--0 SCALE: 1" = 10' U ® REMOVE TREEr o W e rte[ -� m ° ° _ o I1 1 1 r T —� T\ I N T O - p p ° O U C'4 T ° T �— 1 1°--� p 4 2� 2"G ' X ^� - ° p —6 SHO -nHC ~ �/� 2"G Y'G 9�R ° 9"� 'DZ� A 2"[,, 2"G p'G 9.,Z - ❑HD nH0 ° nH0 nH0 L, v. nH0 - nH0 DHO nH °n O G 640 U v 2.,G Y'G 2"G 2"G 2"G / 1 pOff " " " " P 1 go-0 12"SDF— -- 12"SD 12"So O nIAO n 03 1 ' nVIO Z O'IE I N \V m m MAO m CT 0) W 2 6 nH0 2"G Q I U co <t nl= Z i' o n U �5 8"55 8"55 8"55 8"SS 8"SS "SS 8"SS - - 8"SS 8"SS 'SS 8"SS - - 8"55 1 t/t f 8"SS 8"SS 8"SS 8"SS 8"55 8"S5 8"SS 8"SS 8"SS �w— S. > Q L] ti \� y = CD 3 —w� — — — — — 103+00 SW 97TH AVENUE — — — 104+00 �w >, �_ w® r r v — �— — cn� �_� co m z w y Z � d Q z�I I� Lr) CO L0 L0 O CO CO X I— O O I <� j w] [w] X 6 WATER LIN "= [W] [w] 1 [w] [wl [w] [w] [w] [w] [w] [w] [W] [w1 [w] [w] [W] [ C N E Q) 1q)ff O -0 Z > Z d > 0 O E 7 — — — — — — — — — — — — — — — — — — — — — — ■ 111 SW Fifth Ave.,Suite 2500 V Portland, OR 97204 7 O: 503.227.3251 7 F: 503.274.4681 www.koff.com O3 3 = gs 3 3 = CD o = 3 J � � I Q / � 1 m UTQ w 3m PLAN - SW 97TH AVENUE A SCALE: 1" = 10' o m a N U 0 N F- k e y p l a n z %o W � O) JOB NO.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. > j� phase BID & PERMIT U N DESIGNED BY: J. ADAMS R. CADUA PUBLIC FACILITY IMPROVEMENT PLANS .. SCALE 1 INCH = 10 FEET DRAWN BY: TWALITY MIDDLE SCHOOL 111 SW Fifth Ave.,suite zsoo CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON COA ° ° 111111111111 iiiiiiiiiiiiiiiiiiiiiilliPortland,OR 227 325104 PLOT DATE: 2!6!19 3:21 pm 10 0 10 20 O:503 date FEBRUARY 8, 2019 � 0- F: 503.224.4681 JAdams SHEET OF revisions GO www.koff.com PLOTTED BY: EXISTING CONDITIONS AND DEMOLITION PLAN 4 28 Z) z DwG NAME: C0.3-EXC fj,A dwg RECORD NO. a N N 0 REVISION DATE DESCRIPTION BY TAB NAME: C0.4 160032 J 0- 0 Q U U) J project # 16055 PUBLIC FACILITY IMPROVEMENT PERMIT C:' PLANS �CD 00 CV� MU C8m3 rn� oZ N LLI C_Ll J_ N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR 1% BIDDING PURPOSES ONLY, BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. wm J SHEET NOTES B 1. COORDINATE LIMITS OF PAVEMENT REMOVAL WITH PROPOSED IMPROVEMENTS. 2. SEE SHEET C1.1 FOR CENTERLINE ALIGNMENT INFORMATION. Dull Olson Weekes - IBI Group Pt nc. _ 9��Z 2"G 2"G 2"G a O,z S•,z [GI [Gl [G] w IGo..®--nHe [a] [9 1 n O KEY NOTES Architects, —� — —_� D,Z O.Z 1'�— nH ,�Z 02� uri0 nH0 OHO cAH01�;T• uH d — — nHo n a _ tel 03 Stark Street Po Hand fax 5 97205 USA 4 d ' tel 503 226 6950 fax 503 273 9192 p ° z ------- ° � ° ° / /'�" �°� � ° ° � 10 a d a 4 1 REMOVE STRIPING $ ° D a •4 I www.dowa-ibigroup.com www.ibigroup.com D'z �o I 2 DEMOLISH CURB c _ 3 REMOVE TREE ha CIL AI 4 SAW CUT AND REMOVE AC PAVEMENT AND CURB U ° 5 REMOVE EXISTING STOP BAR N c 02/07,19 -W 8"SS 8" 8"SS 8"55 8"SS 8"55 8"55 8"55 (n I -� _ \ `N 107+00 _ -------- -4 6 REMOVE SIGN AND FOUNDATION. \S��ttED PROFESS/a tN _WIIf, 105+00 SW 97TH AVENUEoo c _ — Iw V) 79701 PE 9 REMOVE AND RELOCATE EXISTING POWER POLE AND GUY ��� �wg�op y9! Ln WIRE — Now Z C Z DIGITALLY SIGNED J = 10 REMOVE EXISTING SIDEWALK OREGON U I CA EX 6" WATER LINE EX POWER POLE o 4 ro CL 11 REMOVE EXISTING CURB RAMP 4 0 Q AND GUY WIRE °! [rAl-�- I 9U� MARK 0�0� [M1 _-tea N EXPIRATION DATE: 12/31/19 WATER 9 VALVE x m ° 0y& D PROTECTION KEYNOTES — — — 6 _�_ _ 21 PROTECT UNDERGROUND UTILITY o oy EX FH 2 \ . ao� . y PLAN - SW 97TH AVENUE LEGEND SCALE: 1" = 10' U APPROXIMATE EXTENT OF 'L mu DEMOLITION OF CURB AND — — — — PAVEMU) � nHO I _� nHo �_ nI nHo REMOVE TREE O I 7-- nHo -- - nHO -_---- nH0 O - OHO nH0 ——-- O w O cil CN 1H0 nHO O O O U ti l7 U70 Z --- — —8„SS 108+40'„ss 8"ss v♦ a a� I � 108+00 s„fi > I --_ _, c co SW 97TH AVENUE � ss�s _—� Oo I SS — m _� _8 0 8 �� 4 Q O ti ~ W - _ O�yO ' Ln J— Q >1D7 z 'Z+ 21 0 �+ m co J 1 U) L! g g CD w �< O n ri aF- EX 6 3 ° I Dew° / IN 00 O Z o - CIL J CO ° I C O LL+ Q m D - 111 SW Fifth Ave.,Suite 2500 Z j m I Portland,OR 97204 O: 503.227.3251 F: 503.274.4681 O J � � www.kpff.com (D a 0 I N U Q No T¢ PLAN - SW 97TH AVENUE LU m W ch SCALE: 1” = 10' 0 N I nN C/) o .. k e y p l a n LU %o 20 O1 JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET No. LU a\ DESIGNED BY: J. ADAMS phase BID & PERMIT N DRAWN BY: R. CADUA PUBLIC FACILITY IMPROVEMENT PLANS ry i TWALITY MIDDLE SCHOOL SCALE 1 INCH = 10 FEET -6 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON iiiiiiiiiiii111 SW Fifth Ave., Suite 2500 +� Portland,OR 97204 ° 0 0 10 201Tff PLOT DATE: 2/6/19 3:21 pm C095 ate FEBRUARY 8 2019 O:503.227.3251 kpffwme1 PLOTTED BY: JAdams SHEET OF revisions to EXISTING CONDITIONS AND DEMOLITION PLAN 5 28 DWG NAME: C0.3-EXC-PLAN.dwg RECORD N0. N REVISION DATE DESCRIPTION BY TAB NAME: CO.5 1600329 J d 0 Q U cn H J Q project # 16055 N PUBLIC FACILITY CDCD IMPROVEMENT PERMIT a� PLANS LO C14 CV d mU C8m 4 oz N Lj.j �J N LL PUBLIC FACILITY IMPROVEMENT PLANS (RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. J \ SHEET NOTES B / I r 1. COORDINATE LIMITS OF PAVEMENT REMOVAL NTH PROPOSED 1 � I IMPROVEMENTS. N T — — — — — 2. SEE SHEET C1.1 FOR CENTERLINE ALIGNMENT INFORMATION. W � �-- T - — — — — Dull Olson Weekes - IBI Group TRW FO T ' T T T T T Architects, Inc. s FO -- _ O ss F7 o KEY NOTES Fo 907 SW Stark Street Portland OR 97205 USA I �4, Fo �— Fo FO FO FO FO Fo FO Fo FO tel 503 2 It695p.COm 0 fax 5 32739/92 ss Fo Fo FD 4 SAW CUT AND REMOVE AC PAVEMENT AND CURB WWW dow 4'SS -4"SS -4"SS I S i s"ss s"ss $ ss 11 REMOVE EXISTING CURB RAMP 8"55�� 8"S5 �� y a"sS a„SS 8"S512 REMOVE EXISTING GRAVEL AND WOOD EDGING —�t8"55 8� 5S�_ 8,55�_ 8"SS—� 8„� t 201+43.73 a"ss-� E i SW INEZ STREET 201+00 _ _ — _ 07'a9 PROFFss ozio7ns �O200+00 — — —� N fF9 y9lPROTECTION KEY NOTES °' _ DIGITALLY SIGNED 20 PROTECT CURB OREGON W W W W W W W W W W W W W W W W JU[ 001 \ CA 22 PROTECT FENCE A9U� MARK0�0�� 11 4a a EXPIRATION DATE: 0111" O 4 11 a a L LEGEND \ 20 APPROXIMATE EXTENT OF d Q o a rr DEMOLITION OF CURB AND rr 6 UL PAVEMENT a ° 5 - _ ......... 6.1 411 /\ N PLAN - SW INEZ STREET }, SCALE: 1” = 10' U I I _ 0 CN LLJ 04 i I I EX GRAVEL I Z O 22 CIO CU LOT 14 LOT LOT 1 a o12O O120 }, . 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DEDYO U ° 10 0 10 20 PLOT DATE: p CITY OF TIGARD OREGON Portland,OR 97204 C006 date FEBRUARY 8, 2019 J 0 0:503.227.3251 2/6/19 3:21 m lcpff F: 503.224.4681 www.kpf.com PLOTTED BY: JAdams SHEET OF revisions EXISTING CONDITIONS AND DEMOLITION PLAN 6 28 N DWG NAME: C0.3-EXC-PLAN.dwg RECORD N0. a � REVISION DATE DESCRIPTION BY TAB NAME: CO.6 1600329 J Q U N J Q project# 16055 N PUBLIC FACILITY M IMPROVEMENT PERMIT MCD PLANS NO Nd �U C8m5 CD N LLI �J N L.L PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR 1� BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. J � 4.0' ROW DEDICATION 4.0' ROW DEDICATION t IBI v I 1 1 19' 6.5' 3.5' 19' 6.5' 3 5° Dull Olson Weekes - IBI Group 3' 1Architects, Inc. 6" SHOULDER (MIN) 6" SHOULDER PROFILE GRADE PROFILE GRADE AT FLOW LINE I AT FLOW LINE 907 SW Stark Street Portland OR 97205 USA 3:1 MATCH 1.5% CATCH SLOPE CA MATCH tel .d wa- 6950 fax 503 273 .co L - - 192 (2%-4% 2q,-4y, 1.5% CATCH SLOPE I www.dowa-ibigroup.com www.ibigroup.com - - - - - - - - - - - \ ' I \ \ 0000 �MATCH EXISTING SAWCUT ° ° \ `I---MATCH EXISTING GRADE AT ROW 6" OF 1/2" DENSE GRADED, LEVEL GRADE AT ROW 4" THICK, CONCRETE SIDEWALK 2 HMAC PLACED IN 2 LIFTS OVER 4" THICK, CONCRETE SIDEWALK PER DWG. NO. 120 4" COMPACTED BASE COURSE PER PER DWG. NO. 120 (SEE C5.2) 02/07/19 (SEE C5.2) DWG. NO. 182 (SEE C5.2) N�%ED PROFESS EXISTING CURB STANDARD CURB PER DWG. NO. 125 ���\S �Gt 1PE ioyv � 79701 PE 9 l TO REMAIN (SEE C5.2) DIGITALLY SIGNED OREGON � ��(. fU� q�( MARK 0�0� EXPIRATION DATE: 11/3" TYPICAL SECTION - 97TH AVENUE TYPICAL SECTION - 97TH AVENUE STA. 101 + 14.45 TO 103 + 33 .811103 + 54.21 TO 104 + 77.07 � STA. 100+ 12 .59 TO 101 + 14.45, 103 + 33 .81 TO 103 + 29.39, 104 + 77.07 TO 106 + 23 . 13 3 SCALE: 1" = 5' I SCALE: 1" = 5' 4.0' ROW DEDICATION VARIES 5.0'-9.0' STA 106+45.54-107+43.26 ROW 9.0' STA 107+43.26-108+10.91 3.5' VARIES 6.5' -4-+ 6" GRADE BREAK3 V PROFILE GRADE (MIN) .i PROFILE GRADE-\ AT FLOW LINE 3:1 MATCH -H+ (2%-4% AT FLOW LINE ' I I ' CATCH SLOPE � � Q 1.5% 2%_4q, 1.5% 0.3' _ MATCH EXISTING _ _ .. .. .. ...... . :. . . .. 2' MAX. I T . . .. :.. ,,. I - - - - - - - - - - - - - - GRADE AT ROW MATCH EXISTING ° ° ° ;� 0 GRADE AT ROW °°° ° SAWCUT SAWCUT _= - - - - - 6" OF 1/2" DENSE GRADED, LEVEL 3:1 MATCH 6" OF 1/2" DENSE GRADED, LEVEL 0 2 HMAC PLACED IN 2 LIFTS OVER CATCH SLOPE 2 HMAC PLACED IN 2 LIFTS OVER4" THICK, CONCRETE SIDEWALK O N 4" COMPACTED BASE COURSE PER 4" THICK, CONCRETE SIDEWALK 4" COMPACTED BASE COURSE PER PER DWG. N0. 120 (SEE C5.2) O V rn DWG. NO. 182 (SEE C5.2) PER DWG. NO. 120 DWG. N0. 182 (SEE C5.2) IY STANDARD CURB PER (SEE C5.2) STANDARD CURB PER DWG. NO. 125 0 DWG. NO. 125 (SEE C5.2) (SEE C5.2) Cnn ca Cc; > v C Q O I� G ~ C=) C:>TYPICAL SECTION - SW INEZ ST TYPICAL SECTION - 97TH AVENUE co M w 4 STA. 200+ 00 TO 200 + 72 .06 2 STA. 106 + 77.96 TO 107 + 76.29 ca o 0 o SCALE: 1" = 5' SCALE: 1" = 5' CO LO LO I 0 U c Q) i- 0 0 0 111 SW Fifth Ave., Suite 2500 U Portland, OR 97204 O: 503.227.3251 n F: 503.274.4681 www.kpff.com F- 0 O / � O Q U wE W E �U) Ta 4 E N _ U N o k e y p l a n z %o W � of JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. L J N� phase BID & PERMIT O 0 �N DESIGNED BY: J. ADAMS PUBLIC WALILITY IMPROVEMENT TY MIDDLE SCHOOL DRAWN BY: R. CADUA 111 SW Fifth Ave.,Suite 2500 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON C007 U Portland,OR 97204 O 0:503.227.3251 PLOT DATE: 2/6/19 3:21pm date FEBRUARY 8, 201 J li 0_ iTffF: 503.224.4681 m www.k°ff.com PLOTTED BY: JAdams TYPICAL SECTION SHEET 7 of 2a revisions d X DWG NAME: C0.4-TYP-SECT.dwg RECORD NO. N REVISION DATE DESCRIPTION BY TAB NAME: CO.7 1600329 J EL Q U N project # 116055 PUBLIC FACILITY co CD 0 IMPROVEMENT PERMIT �� PLANS MO (V (V d �U ■ 6 CD 'W (n-j N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR 1% BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . wM J POE SW 97TH AVE I ! _ 108+40.00 r� N 133255.84 + E 321335.67 IBI 0 L3 1 II o ti I Dull Olson Weekes - IBI Group I 00 I I Architects, Inc. SW 97th AVE SW INEZ ST PATH 1 ,coxX C2 Number Length Radius Line/Chord Direction Number Length Radius Line/Chord Direction Number Length Radius Line/Chord Direction 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 L20 Ll 642.336 NOD' 34' 45.43"E L20 143.731 N87' 36' 20.32"E L30 115.001 N89' 43' 50.22"E www.dowa-ibigroup.com www.ibigroup.com 0 ,.wl �_ _ _ � C1 94.721 477.460 N05' 06' 14.57"W L2 o ' L2 6.200 N10' 47' 14.57"W + — 0 200+00 _ I 201+00 201 +43.73 C2 94.721 477.460 N05' 06' 14.57"W e — " L3 2.025 N00' 34' 45.43"E el O i02/07 19 Cl O "" `� F �OyPOE SW INEZ ST - - — 201+43.73v PE 9 l POB SW INEZ ST �— N 133118.08 \ �� DIGITALLY 3217 �\ DIGITALLY SIGNED E 45.97 ��� OREGON — — N 133112.08- -> E 321602.37 a `Oo ' I I j 16E'* 1J L30 EXPIRATION DATE: 1]/31/}9 cc c i c c c c c c < c c c c c c c �" • _ s :::•:.:•:.:::.: 300+00 :;.<;:<�::::::: 301+00 / POB PATH POE PATH 00+00.0 0' 3 301+15.00 LO / / N 132981.96 N 132982.50 E 322471.05 I E 322586.05 U I � O I / \ \ (D FEJ IL �--� OF O -- V J O I \ ' _ 0 / & TWALITY MIDDLE SCHOOL ^ \ 0 N / \ p O U 1` V I Y V N }, -0 co Ca i= I Q o l� U O I • O O e Y C r r efn rn co M C 3 N O L0 o 0 o n — L0 L y o I a o0 0 e o0 0 • Q Q Q Q 111 SW Fifth Ave., Suite 2500 Portland,OR 97204 / 0: 503.227.3251 Q I Q F: 503.274.4681 / www.koff.com • 0 00 0 / / Q s Q 0 E o _ — — — — — — — Eo _ + i\1 lY a �- EPOB SW 97TH AVE N a I 100+00.00 I — I o \ N 132417.04 Z � " \ E 321347.15 r — � / / / 7 k e y p l a n LLJ %o oJOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. � DESIGNED BY: J. ADAMS phase BID & PERMIT vN 0 / R. CADUA PUBLIC FACILITY IMPROVEMENT SCALE 1 INCH = 50 FEET DRAWN BY. TWALITY MIDDLE SCHOOL C1 • z 111 SW Fifth Ave., Suite 2500 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON o Portland, OR 97204 PLOT DATE: 2/6/19 3:21pm date FEBRUARY 8, 2019 O:503.227.3251 J a SO O 5O 1OO F: 503.224.4681 00 V www.koffcom PLOTTED BY: JAdams HORIZONTAL CONTROL PLAN SHEET 8 of 28 revisions 0- x DWG NAME: C1.1-HORZ.dwg N RECORD NO. N REVISION DATE DESCRIPTION BY TAB NAME: C1.1 1600329 J a 0 U W } H- J project # 16055 N PUBLIC FACILITY CD IMPROVEMENT PERMIT 2CD PLANS Ln o �N N� 6�U ■ 7 CD N LLI IJ N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. 305 - 305 SHEET NOTES B T 1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DWG NO. 120. SEE C5.2. 1 1 - ( i 2. PROPOSED ONSITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY AND CONSTRUCTED UNDER SEPARATE PERMIT. Dull Olson Weekes - IBI Group Architects, Inc. 3. STREET IMPROVEMENTS SHALL CONFORM TO TYPICAL j - j I SECTIONS, SEE SHEET C0.7. 300 300 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.00m www.ibigroup.Gom -- EXISTING (GRADE EXISTING GRADE L AT CENTERLINE AT SAWCUT KEY NOTES - _ - -_ m m SD CB-27 U , i _ - - - _ = - - 2 PROTECT WATER LINE m co 100+82.25 - _ _ - - - CID m RIM=293.78 4N _ - _ - - = 11 SAWCUT EXISTING PAVEMENT �S ozio7ns D PROF PROPOSELUE _ _ - - - _� o AT n rn IE 8" OUT=291.90 (W) - + 9 _ __ _ - 295 t`io +Lo-`" o -� - ocC-4 295 20 CONSTRUCT 30' STANDARD DRIVEWAY PER DWG. N0. 142 `` 79701 PE 9 r o PO o m - -�N EXISTING GRADE ( ) ���� � SEE C5.2 X00) - _^N - - -- -. . EX GUTTERDIGITALLY SIGNED _- - - - - - _ - -1.17% - - - - 21 CONSTRUCT STANDARD CURB PER DWG. NO. 125 OREGON 2.41% - - - - - - - - - - - -0.42% - - - - - - - - - - - - - - - (SEE C5.2) ���• to t°°1 O I 22 CONSTRUCT CONCRETE SIDEWALK PER DWG. No. 120 qUf MA RK OE�� (SEE C5.2) IXPIRATION DATE: 23 LIGHT POLE. SEE ELECTRICAL PLANS. 290 ; 290 24 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL SECTIONS, SEE SHEET CO.4. 28 INSTALL 8' CROSSWALK STRIPPING PER MUTCD. 29 IN STALL STOP BAR STRIPING PER MUTCD. 31 CONSTRUCT VINE MAPLE STREET TREE, SEE ONSITE PLANS - - SHEET L5.1 FOR ADDITIONAL REQUIREMENTS. 285 ! 285 40 LAYOUT PER GRADING DETAIL 7, C5.3 100+00 100+50 101+00 101+50 102+00 102+35 41 LAYOUT PER GRADING DETAIL 7, C5.3 PROFILE - SW 97TH AVENUE 42 LAYOUT PER GRADING DETAIL 5, C5.3 }� SCALE: HORZ: 1" = 10' V VERT: 1" = 2' 43 LAYOUT PER GRADING DETAIL 3, C5.3 'L �s 48 CONSTRUCT ADA RAMP PER DETAIL 1, C5.4 (n \ ' M � 0 T T T T '-I � 1 r 1 _ o r a t, \ C U CN / T _ G r, Q �- -1 T Q G T T o , TD CN \ T 100+82.38 i - /r Q p r !I. T r -�� ip e 1 a T LT 18.38 / D�W \ I ` _ O o \ tN 12"SD e,e,a,a. 2"SD 2"so SD CONN-1 12"SD "SD 12" D 12"SD 12"SD 12"SD 12"5 _ _ 12"SD O :?_ :.: "__ - - - t ; / CONNECT TO EX. 12" PIPE - --- --- - -- / -0 Z / �_ tFn IE 8" IN=291.54 (E) D / }�� .!• Z xll "rsiFis:. s i / > O / C>o 48 II ii FIELD VERIFY INVERT / �// I�V C o / I 100+68.90 42 / = j LT 16.83' - •= 29 2"G 2 G 2"G N- U I91 IG IGl IG1j(n ILII IG1 Gl I / 24 i //�'G 11 //1"G 2"G 2"G T 2„G 2„G 2 G 2"G /A N ` s,. 28 2 / / n U VCD SSS �\-294 -- s ss / el F i / l nNo , � .- > _ Vf s"ss Po, s"ss s"ss a"ss a"ss s^ss a"%r a"ss s"ss a„ss s"ss s�- Sao s^s- s„ss/ a„ w- 2r ss„s / VF i i C 2 / __� nHo 6L _ L O Ct 0) // u0i .bo ,� / o .4 to .-. O O �ss..s 7.100+00 , .;g 101+00 , SW 97TH AVENUE nHd o w 102+00 / w N= O UTILITY KEY NOTES � w 2 \ \ M F \ nH0 END ^"^ \\ \ \ J O M M w f \ \ I= LO 1 CATCH BASIN G-1 WITH BIKE SAFE GRATE PER DETAIL O O w 20 nso \ MATCH EX CURB \ \ \\ U 1/C5.1. O L V' \\ BEGIN IT 21 3 w 11 21 100+82.26 1 ? n 24 \101+14.45 Q [,q Z (0 RT 19.00' RT 19.00' \ \ \\ ' 2 INSTALL 8" DIA. STORM LINE PER DWG. NO. 180 SEE C5.2 N �(•100+12.59 W] to o- [w] [wl [ " [ - : [w] 1 \\ \ \ \ ( ) RT 19.00' F M o 100+69.16 N 48 0 + 48 nHo -RT 19.57' 43 48 \ \ [WI 3 INSTALL FIRE HYDRANT ASSEMBLY PER DWG. NO. 542 (SEE z o 22 0 ` C5.3) owol- c s i ..: .s.:':F:::F.F:�F:i:F::=:i:> 'iiiiF:, •.. ....:.... :F:i:i:F:•..::F •:_':FFiiF... .x.x..... \ yy��i: .:•s•: .i. O •:•SK •F:iiFiiiF: :i:F:F:F:ii�F:i:FFi E iii.i............... .. .............. :::s•..i......••;.:.:.:.:.:.:.......::.:... i::::::::::::::::::::•:•:•:• :::::F:F:;:;: � � """"""•"' ' - _- - - - - - - --_ 4 FIRE DEPARTMENT CONNECTION SEE ONSITE PLANS aO \ 293 _ _ ° �0 �`" Q - = x293 -N- - - - ° - N - ry- 3- �'_ 4_ o r O \ Q - - - -- - - - - - - - - 98 Portland,OR 97204 111 SW Fifth Ave.,Suite 2500 \ - - - - - - - - - � - .� - - - _ _ _ _ _ _ 0: 503.227.3251 o. Q - - - - - - 101+DD.54 - - - - - �\ - --- - -- - - - - - - - - - _ - - - 297- t F: 503.274.4681 Be U \ - 1 23 RT 27.04' \ - - - - - - - -_- --- www.knff.com 100+20.66 100+50.65 - - - - 101+57.22- - - - - 96 - - --- --- / I 40 41 3 •31 \ 80131.543 31 - - 102+17.22 31 � � N � RT 26.99 RT 27.02 100+65.71 100+97.23 31 xZ RT 31.45' RT 29.20862 1 - - \\ - - - - - - - -294- - - 31 RT 318 36? RT 31.27 102+25.54 23 < 100+59.75 �� - - - RT 26.67' W E �• % / r- - 29 4 < 293 RT 33.26 - - - - ►- o T PLAN - SW 97TH AVENUE m SCALE: 1" = 10' C"i Ch a U NN U) oN F- Lu k e y p l a n %o W 2rn JOB No: 1600327 o .Q\ 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. Lu DESIGNED BY: J. ADAMS phase BID & PERMIT > O ,N PUBLIC FACILITY IMPROVEMENT PLANS DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL SCALE 1 INCH = 10 FEET z111 SW Fifth Ave.,suite 2s00 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON +• Portland,OR 97204 0 10 0 10 20 PLOT DATE: 2/6/19 3:22pm C2 A date FEBRUARY 8 2019 U O:503.227.3251 www.ko 24.4681 PLOTTED BY: JAdams SHEET OF revisionscV DWG NAME: C2.1-STREET-P&P.d g SW 97TH AVENUE - PLAN AND PROFILE s 28 N RECORD NO. REVISION DATE DESCRIPTIONBY TAB NAME: C2.1 1600329 J a 0 U H J Q project # 16055 N PUBLIC FACILITY Cn CD CD IMPROVEMENT PERMIT aCD PLANS NO CV C-4IZ 66U C8m8 oZ N LLI �J N l.L PUBLIC FACILITY IMPROVEMENT PLANS (RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. J 310 310 SHEET NOTES B 1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED 1 1 -. PER DWG No. 120. SEE C5.2. I I 2. PROPOSED ONSITE IMPROVEMENTS SHOWN FOR REFERENCE - -- -- -- - - - --- SD CB-26 - _ ONLY AND CONSTRUCTED UNDER SEPARATE PERMIT. Dull Olson Weekes - IBI Group 103+60.76 Architects, Inc. 3. STREET IMPROVEMENTS SHALL CONFORM TO TYPICAL 103+54.21 GB RIM IE 8" OUT=300.64 - SECTIONS, SEE SHEET CO.7. 300.98 =300.64 (W) 305 907 SW Stark Street Portland OR 97205 USA 103+53.21 GB EXISTING GRADE 305 tel 503 226 6950 fax 503 273 9192 300.98 AT CENTERLINE EXISTING SAWCDE www.dowa-ibigroup.com www.ibigroup.wm - - - --- m UT m - - - 0 - 00 M MCn �^ - _ _ --_ __ _ - - - - - - O KEY NOTES 00 r�-�M = - - 2 PROTECT WATER LINE EXISTING GRADE - - - --s _ 0 % - - AT GUTTER �� ED PROF S 02/07/19 �- _ 2 gg% 1.50 " 2.46% 3 REMOVE AND REINSTALL NO PARKING SIGN \SFR fs� ��INe oy 300 -- _ _ - _ - 300 7 PROTECT CURB �� `` 7971P 1P 9l 8 REMOVE AND REINSTALL PEDESTRIAN CROSSING SIGNvsic�o PROPOSED GRADE %IEC�ON ATISSAWCU RADE __. _ AT GUTTER _ _ 11 SAWCUT EXISTING PAVEMENT °17EXISTING GRADE AT GUTTER22 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 120K j (SEE C5.2) EXPIRATION DATE: 91"23 LIGHT POLE. SEE ELECTRICAL PLANS. 29 24 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL -_ 295 SECTIONS, SEE SHEET CO.7. I - --- -- -- - 31 CONSTRUCT VINE MAPLE STREET TREE, SEE ONSITE PLANS SHEET L5.1 FOR ADDITIONAL REQUIREMENTS. - 44 LAYOUT PER GRADING DETAIL 6, C5.3 - --- -L I I ------- --}-- --- - � 48 CONSTRUCT ADA RAMP PER DETAIL 1, C5.4 -- j j -- - I I 290 ' 290 102+35 102+50 103+00 103+50 104+00 104+50 104+75 tea • : l --rrI I ♦ • it 11-� 1-� 11`iiII r PROFILE - SW 97TH AVENUE }, SCALE: HORZ: 1" = 10' V VERT: 1" = 2' ' / 0 Vn v 'p. \ N - - G -30 \ Its- 0 103+60.88 . T . . I O 1 9' T LT 17.4 a 1 T p 1 0 o SD CONN-2 0 Q p - ° c N -{ IT T �� a a - o \ . nHo - nHC O V I� \ z a �--�2"G \ CONNECT TO EXISTING 12 PIPE ^^� p I ��W D ° 2"G 2•'G 9.,Z �. 9"� 2"SIN+ 2"G 2'G n+tea - (THo ❑HD nH0 nH0 - ' I nHO o IE 8" IN-298.18 (E) 1 z G - - o 2"G 2"G 2"G _a1- 2"G -_ \ p -0 / FIELD VERIFY INVERT 2"G ---_ --_ D 12"5 12"Su 1z" u �i//h - - - - - - - - - - '^ O nHo / m O �O In _s - V♦ 72 ' C Y L Al nH9 0 / m / 2 CO N / ry nH0 -I / ~O: I IfV V �[ U = nIU G 2 G ��•L, Z // �/ Y N` ; i \V mQ =I /� /V' a �\_% -_ __- mob"-- ._ � -� Q) F- s 8"ss / e"ss� - a'ss n 8'ss 8"ss / a'ss s'ss s ss�� s'ss ss a•ss 8"ss N e^ss ass s"ss s"s i/ ss a"ss ass a1 ss s"ss w- s � ' S Q O ti / _ ` O O W� oN / 103+00 �� >t� SW 97TH AVENUE 104+00 �w rn _ 9+ LU V `\ 103+33.81 w= UTILITY KEY NOTES }' L I 7 103+41.71 cn \ Z � � w \ \\\ RT 18.33' RT 19.19' r i = 2 I= 2 INSTALL 8" DIA. STORM LINE PER DWG. NO. 180 (SEE C5.2) O O L. \ 103+29.3824 \\ 1 O v \ Q 3 102+45.00 \ RT 26.74' 8 \ 11 \ 3 103+99.32 I Q 4 INSTALL CATCH BASIN CG-3 PER DETAIL 3/C5.1 �- RT 26.74' \\ 22 \\ 48 RT 26.74' 22 N U w \ \ ` ` [w] [ m - [ ] [w] \ [W] [WI [w) w] w s•::•o-::$:eiata I ] [W] \ w w .�.... \ \ [ •s:.:s:.o-: .i?i�=iils .i I+;1:.:::: W .1 y [ ] IWl IWl tWJ IW \ •;:.::�..:::s::p:i:e•:. i• •:• is ..i:.°:si:::s E --- - o - D ° �- - - - _ � � p ° _ - � o _ X °Q � ° - -302_ 7C _ - - _ Z _ ° T. - _ _ - _ _ - _ 103+50.54 23 - - - 4 103+60.72 - - - - - - - - - 98 - - --� - - - - - -RT 26.31' - - RT 18.40 - - - - -_ - - - - T - 0:t and OR P 4 � -_ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --___ - - - -- - 0: 503.227.3251 _ _ F: 503.274.4681 � _ _ www.kpff.com � O - 102+47.22 - 102+77.22 103+07.22 103+67.22 I - - - - 31 104+27.22 Q a -- _ _ 31 31 -I 31 103+37.22 31 - - - - - RT 31.19' - - RT 31.10 _I RT 31.01 - 31 7 1034 4.21 RT 30.84'_ RT 30.68'- - - - _ 104+57.22 a o _ RT 30.93 RT 18.28' _ - _ __ 31 103+97.22 - - - - - 31 RT 3_0.60' I 06 Q 298 - - - _ -299, RT 30.75 - _ w Ems° �� � w I< � T PLAN - SW 97TH AVENUE I m SCALE: 1" = 10' CV N a U) MON Zmoo " k e y p l a n LU %o p ° JOB No.: > a\ 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. DESIGNED BY: J. ADAMS phase BID & PERMIT V N DRAWN BY: R. CADUA PUBLIC FACILITY IMPROVEMENT PLANS z- SCALE 1 INCH = 10 FEET TWALITY CHECKED BY: P. DEDYO CITY OF GIDDLE ARD, OREGOOL ON 111 SW Fifth Ave., Suite 2500 C262 U 10 0 10 20 0:503 d, 7.3251 PLOT DATE:4 P date FEBRUARY 8, 2019 0: tlanR 972 2/6/19 3:22 m n www.koH.comal PLOTTED BY: JAdams SHEET OF revisions SW 97TH AVENUE - PLAN AND PROFILE 10 28 N DWG NAME: C2.1-STREET-P8P.d g N RECORD N0. REVISION DATE DESCRIPTION BY TAB NAME: C2.2 1600329 J 11 Q U N J Q project # 16055 N PUBLIC FACILITY IMPROVEMENT PERMIT a� PLANS MO lV a- lV d �U ■ 9 oZ Ntyj i;p J Nil PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY, BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. J 315 315 i SHEET NOTES B r i 1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DWG NO. 120. SEE C5.2. 1 1 J I 2. PROPOSED ONSITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY AND CONSTRUCTED UNDER SEPARATE PERMIT. Dull Olson Weekes - IBI Group Architects, Inc. 3. STREET IMPROVEMENTS SHALL CONFORM TO TYPICAL SECTIONS, SEE SHEET CO.7. 310 907 SW Stark Street Portland OR 97205 USA 310 tel 503 226 6950 fax 503 273 9192 : www.dowa-ibigroup.com www.ibigroup.com I I. I KEY NOTES x m I _-. EXISTING GRADE m EXISTING GRADE AT SAWCUT i I 1 PROTECT SIGN AT CENTERLINE tea, NM 02/07/19 + �� �� - 2 PROTECT WATER LINE %tDPRO FFSS/ 305 ^ +� _ 00 - - - �M- - =0M - 305 3 REMOVE AND REINSTALL NO PARKING SIGN �w�S`��e i N fF9 �y91 -- -m _ _ _ _ _ _ _ - H] - 79701 PE +� - - - _ oo- oM - - - - - - - -- - - 0.89%- - - -0.25%- - - - - - - - - - - - - - - - - - - - - - - \` -- - -= 7 PROTECT CURB DGYSIG - - _ - - - - - - - - - '- - - - -1.10% - - - _ - - - - - - - - - - - - - - -0.62%- - - - - - - - - - - - - - - - - - --- _- %j Oo 9 REMOVE AND REINSTALL 25 MPH SIGN � AT GUTTER 10 10 RELOCATE POWER POLE AND GUY WIRE K 0�0� 7 PROPOSED GRADE AT GUTTER 11 SAWCUT EXISTING PAVEMENT IXPIRAT ON DATE: 17/11/}9 18 CONSTRUCT 40' STANDARD DRIVEWAY PER DWG. NO. 142 300 ROW STATIONING CENTERLINE STATIONING 300 (SEE C5.2) PROPOSED GRADE 21 CONSTRUCT STANDARD CURB PER DWG. NO. 125 AT GUTTER SHOWN AT C5.2) FOR REFERENCE -; _ 22 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 120. ONLY _i_-----__--� - �-__---- I - (SEE C5.2) - -- '- 23 LIGHT POLE. SEE ELECTRICAL PLANS. i 24 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL SECTIONS, SEE SHEET CO.7. 295 295 26 INSTALL RETAINING WALL PER DETAIL 2/C5.1. 104+75 105+00 105+50 106+00 106+50 107+00 107+15 PROFILE - SW 97TH AVENUE 27 ADJUST GATE VALVE BOX TO GRADE PER DWG. NO. 503 (SEE C5.2) }� SCALE: HORZ: 1" = 10' V VERT: 1" = 2' 28 INSTALL 8' CROSSWALK STRIPING PER MUTCD L N I 31 CONSTRUCT VINE MAPLE STREET TREE, SEE ONSITE PLANS (n ' I SHEET L5.1 FOR ADDITIONAL REQUIREMENTS. Q 45 LAYOUT PER GRADING DETAIL 4, C5.3 O I 106+34.79 22 106+46.49 [91 �- -" _ 46 LAYOUT PER GRADING DETAIL 2, C5.3 z G 2 G r,G LT 23.00' _- lam �nHo nHo 9 z 9 z [GI - LT 23.10 [G1 [Gl _ MATCH EXISTING t91 [-m+c*--'�`' 1O 48 CONSTRUCT ADA RAMP PER DETAIL 1, C5.4 C- d ° - - Do - -� `a ' -_-= 772 - -z7=7 - - - nHo - H1H - MATCH EXIST1NGxsr - O N 2,Z nHO ❑HO Hm��Z nH i nH OOZ nn0 ,- H0 o p n 9'Z \ I /1A¢ {off ° 4 � -� _ a � a r - - -� � . � O 3o=aoaa14 -- -- -- - - _ - -- ':'s .`s"•'=="iiggi:£' 106+34.79 106+46.41 - 105+78.64 11 i£g£££.I.:'£:Fi££=£ ' '''" ££ i LT 15.34' i I C ♦ - I :££__:.. .:££i=i=££-f:'s£ £Pg...'£.g' 11 LT 17.4.64 IT 14.54 - -- - - _....._. _...... --- ICU- ._ LT 17.41 LT 17.44 -�-` N _� }� � IIIIIII�N � _ �� � � ICU t� M NI - - - - - - --_ 45 48 _ 26 r C"I - - d U 105+88.14 24 _305- 24 11 coo 106+77.96 w \ U j < -ws ss s^ss ,,gg s^ss s'ss s^ss e'ss -- s ss \i LT 17.42' RT 22.73' N i i LU - 107+00 w BEGIN WALL i = / O n w� SW 97TH AVENUE-- -- -- --- U-1 v 105+00 - -- - los+oo �0 107+12.02 0 UTILITY KEYNOTES - - -- c i cAi 22 RT 20.11 3 wago L M M Z 28 10 / 0 Z � U) , , w J I - 21 o -' 2 INSTALL 8" DIA. STORM LINE PER DWG. NO. 180 (SEE C5.2) � CO O U 11 \ - - - - PC -- 106+72.77 ;•...U 3 O LO LO - - - - - - 106+23.12 �..:.: :E:=£f£g i££i=: 21 5 27 24 2 23 21 11 105+88.18 48 2 RT 23.93' [N1 ,•,..•.•:•:;;;;ig £: igi£= _ 'F-. "' 3 INSTALL FIRE HYDRANT ASSEMBLY PER DWG. NO. 542 SEE V) Q I 104+77.07 �- i'£'€iii£=£::£:=:::g: Q 7 RT 17.92, RT 18.00 2`F --' """'i''F"ii''£ C5.3 _N RT 18.00 .:..:..:.....''''..:•."'..: U - ;,..... [M] '£$?££ggigi£g:t:i.s,F:i.f£:. ) .::s:£: £ ff•== giig'•:F;i::...s. ;:::o-.£s:i: / - :£f££;s£:£: is i••£:£ :;:;£;.•.s.i•::::::._,_ '•"' ££f£££££££f '£E:£:= £'_ £=il�•_• • � ° 3' 5 ADJUST EXISTING HYDRANT TO FINISH GRADE PER DWG. N0. s:giiiiiii :F ° x £ NC ni..-........:.....s.....s...:.....i:i...-....:...........:............s.....s.........x....:........•......°•...........:....................... .s.... ....-.......... ....i.•f:..s.:. ..x s.:s i..f... ...s:..s.s..............,......ot.....:.s........................................x.:...........s.s.....i....i.....s.si....s:F..3.i.i.i...::....................s..•:.:•.:....:....:.....°.........:•....-s..s..:i.s..i.s:.!:s..i..i..s.....i............�..•."..•.'.:t.r._.. .s.i.o...f.f:i......•i.s..i..s..s.i..i...f:s..i. ..°..:.. ....... s..........i.. . :..s.e. .s.•!.=!=i•......s:..s.:.i.i........i.....°..•.......i.. •s..i.i..... .s0 .......,.,�s i.i."�pt."•i.,'x£s,.i,..�i;s.-...._.fi..£.F.S£.FSi..:.i.......si.....:.. -i..s..il..ti.,•�F.:::.ii.: :•i.•::.•...:.:.....;.:....,.:...•i.::s..i.:•...'s:•...•s.•...:f£.:...:.i i..ix.•....i•i.:.........;..:...£..:.ii..::.:..=:.£..;....£.....:.:...^.....;...f...:..S..i..t..F..•:...£�F£.��:.'£{s. s..-..........i.......}�i_t!s�i.....i...sa.s....•..•:.. •.i:.�. ..:.i.�.:...:.................. .._.:.::..:..:.i..£.-£i..i.... - 532 SEE C5.3 N i;,',.iis .:.. s .. ... ...s ... :i£............ 304 O40IVW -304- 0 303 - -a ) CENTERLINE - E106+26.79 - \ _ _ _ - - - - - 111 SW Fifth Ave., Suite 2500 _p - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - �\ Portland,OR 97204 - - - - - - � - - - - - - - - - - - - - - - - - - - - - -�- - - - 0: 503.227.3251 ° 106+00.36 23 _ \ - - �1 - - - - - " - - � F: 503.274.468 1 www.koxcom RT 25.71' I0 . 22 104+75.45 104+87.22 31 . 31 105+77.22 06 a 60' 23 . RT 26.0131 RT 30.56' 31 105+1722 105+4722 ' - I a 0 w RT 30.51 RT 30.51 RT 30.51 -D Uj a PLAN - SW 97TH AVENUE I m SCALE: 1" = 10' U N a N U) MON Zk e y p l a n Lu i o oC"I ° JOB No.: 1600327 > Q\ 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. co DESIGNED BY: J. ADAMS phase BID & PERMIT N DRAWN BY: R. CADUA PUBLIC FACILITY IMPROVEMENT PLANS i TWALITY MIDDLE SCHOOL z SCALE 1 INCH = 10 FEET CHECKED BY: P. DEDYO CITY OF TIGARD OREGON 111 SW Fifth Ave.,Suite 2500 ' date FEBRUARY 8 2019 U O 10 0 10 20 Portland, 7. 97204 PLOT DATE: 2/6/19 3:22pm O:503.227.3251 Cal 0- F: 503.224.4681 PLOTTED BY: JAdams SW 97TH AVENUE - PLAN AND PROFILE SHEET 11 of 28 revisions M www.kpff.comCIL DWG NAME: C2.1-STREET-P&P.d vg r- IN RECORD NO. REVISION DATE DESCRIP110N BY TAB NAME: C2.3 1600329 J d l7 Q U J Q project # 16055 04 PUBLIC FACILITY M IMPROVEMENT PERMIT a� PLANS 00o CV a- CV a- 66 U C8m10 CD N LLI cri I N Ll_ PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. J 310 310 SHEET NOTES I—� IBI 1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DWG NO. 120. SEE C5.2. 2. PROPOSED ONSITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY AND CONSTRUCTED UNDER SEPARATE PERMIT. Dull Olson Weekes - IBI Group Architects, Inc. 3. STREET IMPROVEMENTS SHALL CONFORM TO TYPICAL SECTIONS, SEE SHEET CO.7. EXISTING GRADE 907 SW Stark Street Portland OR 97205 USA 305 AT SAWCUT - 305 tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com EXISTING GRADE AT CENTERLINE `EXISTING GRADE -- _� O KEY NOTES AT GUTTER 2 PROTECT WATER LINE AT GOTfEEDR GRADE �_ _ 11 SAWCUT EXISTING PAVEMENT ��%ED PROre 02/07/19 _ V\S 1NSr F X01, 300 300 19 CONSTRUCT STANDARD DRIVEWAY SEE DETAIL 142/C2.4 �� `` 79701PE a 9l 21 CONSTRUCT STANDARD CURB PER DWG. N0. 125 DIGITALLY slcNeD (SEE C5.2) OREGON 22 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 120. �9 '�i. £t' to�1 �� (SEE C5.2) U� bARK0�0 23 LIGHT POLE. SEE ELECTRICAL PLANS. IXPIRATION DATE: 0/3VO 24 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL SECTIONS, SEE SHEET CO.7 295 295 26 INSTALL RETAINING WALL PER DETAIL 2/C5.1. 47 CONSTRUCT SIDEWALK PER GRADING DETAIL 1, C5.3 290 290 107+15 107+50 108+00 108+50 PROFILE - SW 97TH AVENUE -4--0 SCALE: HORZ: 1" = 10' U VERT: 1" = 2' L } nHo — e nHo nHo — Cn �� nHo - [)HO nHO —j nHo OnHOO nH0 ' "Ho F I O o Q) 108+04.59 SW 97TH AVENUE — - N I V) \ RT 14.00' - Q 0 C-4 I \ z 1 I a"ss—r 108+40'"ss a ��+ ) 108+00 — — PC o w o I 0 107+31.80 \ I I c108+12.59 I a RT 14.18' Isss� sss s I/ W 19 0 11 I RT 10.98' I � 3-: z m SS.s 24 o R463.46' Ij' o o I 21 , 108+20.28 / -a N U I ` o t-i1+ / £ RT 18.79' ��� ° - CU 21 W !—,..:•:•:•:•:::::£"jOpl£i£eil:'e£i £££ei �`':IiliieEi£: £: o O'" < Uj = 22 0 :.:•,. :..:._,..:••ME •••• • £ III; / ` O O ` o ;€ 108+20.15 / ti d 4�4 3 w I ::££:£ i?'lt-i`i`€`•' o ° RT 21.79' A LU ::£:£?££i'i £.o-:::£ili££I<;£££':;,•. p ao "r,•:,.;:.• / tG r r L10 •:i:£:£:£:£i:£:£:::•£ £.:s�:: CY � w / ;:£££'s£iii:£E££?i£€::.:.e::..:.1£:E:. i i ° o�� �`' Oe ina£l£I£j= END SAWCUT / Cf) a_ Z ::•:• o �� ° — co CO M w = ;: : s: i ::£ ° p2� .� p I 3 CD LCA LID Ln < _°_ °_ 107+76.29 O j 47 108+20.02 3°ZI _ _ - ENDRT 2WALL 2s \ 7 z RT 24.94 i N 1- p (80 23 107+35.92 \ I m D �6ti o' �/ Y6 RT 22.19' \ I c / m u \ LSS SW Fifth Ave.,Suite 2500 Portland,OR 97204 0: 503.227.3251 F: 503.274.4681 CL 3001 www.koff.com O I \ J � I O \ \ O 06 Q � U u w � oT PLAN - SW 97TH AVENUE u� 3 m SCALE: 1" = 10' i U � a N CD rl` k e y p l a n Z %o LU JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. LU �� phase BID & PERMIT /co DESIGNED BY: J. ADAMS O ,O PUBLIC FACILITY IMPROVEMENT PLANS a SCALE 1 INCH = 10 FEET DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL 111 SW Fifth Ave.,suits zsoo CHECKED BY: P. DEDYO CITY OF TIGARD, OREGONC2 4' date FEBRUARY 8, 2019 6 o Portland,OR 97204 PLOT DATE: 2/6/19 3:22pm O:503.227.3251 J F, d 10 0 10 20 F: 503.224.4681 m www.koff.com PLOTTED BY: JAdams SW 97TH AVENUE - PLAN AND PROFILE SHEET 12 of 28 revisions 0- N DWG NAME: C2.1-STREET-P&P.d g RECORD N0. N O REVISION DATE DESCRIPTION BY TAB NAME: C2.4 1600329 J d Q U Cn H J project # 16055 PUBLIC FACILITY C*4 Cn CD C> IMPROVEMENT PERMIT �co PLANS U*')o CV "0- 66U d°6U C8ml rn� oZ NLLl C_n I N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY, BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. J SHEET NOTES r� � IBI 1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED 1 1 PER DWG NO. 120. SEE C5.2. 2. PROPOSED ONSITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY AND CONSTRUCTED UNDER SEPARATE PERMIT. Dull Olson Weekes - IBI Group Architects, Inc. 3. STREET IMPROVEMENTS SHALL CONFORM TO TYPICAL SECTIONS, SEE SHEET CO.7. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com O KEY NOTES 21 CONSTRUCT STANDARD CURB PER DWG. NO. 125 (SEE C5.2) PROFESS/ov07n9 22 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 120. ccc,� aC3t N FF �y9 (SEE C5.2) `` 79701 PE 9 DIGITALLY SIGNED OREGON ,o ���• f0.10�, O EXPIRATION DATE: 1=/3VD U L I r v) _ _ W � T T T T T T T TRC— F° �_� O y O -CI- FO N FO O U I� U) N I .9 FO �� FO f0 FO FO FO FO FO FO � FO FO FO �� FO —4"SS -4"SS -4"SS 4{ t }!_. 0 8"SS8„SS— "m 8 SS 8'SS „ 15 8 SS 8"SS CU .01 8,SS 8 SS „ — e ss 81I -a d43 201+ .73 — a"ss CI SW INEZ ST - - 20+00 - - - - �- ¢ o r-- 01 1 — 3o J 200+00 a � L M M \ 200+13.93 O M M RT 8.98'— w w w w - - -- w w w w w w w w w w w ♦� O O w 200+06.30 11 200+68.69 cflLO LO Ir 200+72.06 d• 0 21 RT 17.25' RT 24.95' RT 13.84' — — N MATCH EXISTING 21 200+20.46 MATCH EXISTING — — \ d 0 / 11 RT 16.99, / O 200+58.58 4 l\ \ a \\p \ E 1 1 22 RT 22.76 11 = —� — — 0 1q)ff E / d U Ip • a/d 'd d � C d � / — /�'$� �1 \ � 0 \\\� \�� � 111 SW Fifth Ave., Suite 2500 p / d d, / i — / /'2 \ 1 Portland,OR 97204 ar'� i / 0: 503.227.3251 d ( d D I / 04 / S— — — / / /i2 % // \ \ F: 503.274.4681 / d O I ✓ / i / www.knfcom FL a 1- PLAN - SW INEZ STREET I 3 m SCALE: 1" = 10' U N d I � M O M Z O k e y p l a n U-11 %o rn JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. LU i DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS phase BID & PERMIT a� � jN DRAWN BY: Q- SCALE 1 INCH = 10 FEET CHECKED BYR. CADUA • z S : TWALGAARD, OREGOITY NDDLE 4) 111 SW Fifth Ave., suite zsoo P. DEDYO CITYOF T Portland,OR 97204 2/6119 3:23 m date FEBRUARY 8, 2019 U P O:503.227.3251 J a_ (I 1Tff 10 10 2D F: 503.224.4681 j M www.knff.com PLOTTED BY: JAdams SW INEZ STREET - PLAN AND PROFILE SHEET 13 of 28 revisions d x DWG NAME: C2.1-STREET-P&P.d g RECORD N0. F N � REVISION DATE DESCRIPTION BY TAB NAME: C3.1 1600329 J d 0 Q U U) J project # 16055 N PUBLIC FACILITY CD IMPROVEMENT PERMIT CD �� PLANS 00 66 d �U C8m12 CD N LLi CO J N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY, BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. J SHEET NOTES rr IBI 1. PROPOSED ONSITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY AND CONSTRUCTED UNDER SEPARATE PERMIT. Dull 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.com www.ibigroup.com O KEY NOTES 32 CONSTRUCT GRAVEL PATHWAY PER DETAIL 4, SHEET C5.1 ��RED PROFESS 0210719 1 N F F /Dy9 797 IPE 9 l DIGITALLY SIGNED OREGON � ��(• IOC 101 O q�f MA RK0�0� EXPIP,4TION DATE: 12/31/19 �J U O N O N 0 301+14.03 V O 300+82.97 LT 7.25' }i 70 OT 14 300+22.15 L� I CIO LT 7.31' I END PATH CIOc,3 GRADE BREAK MATCH EXISTING a� LT 7.25' 32 258.90 a 300+97.60 ° H PATH ANGLE POINT __ - _ LT 7.31' \ dj - -- -- m - - - - - - - 260.05 FG- -- _ ®._ '— - - - - - END \ .— �r / PATH CC > a -rte o,� - - - - 260 . 9 MATCH GRADE AT c:) r-- < o 300+05.03 • CO - -25 CO BACK OF CURB I .- o O ■ LT 2.66, N ^/ -0 rn a 00 BEGIN PATH row I v LO o f N I h L M M a MATCH EXISTING I 111 2.0% �h� // 5.4% i' / \ /� _ w 300+00 / ro 301+00 S 301+15 (� ATE _� 59 - ` — �j c L0 o� CO CO I - — cfl Lo ' N 5 / + .300+049 301+13.9 9 RT 2.75' v RT 4.24 . RT 2.69' END PATH PATH RT 2.75' I / MATCH EXISTING PATH ANGLE POINT GRADE BREAK I MATCH EXISTING E / / - - 259.96 FG - - - - - - - - - -258.75 FG - - / // 300+09.95 1Tff ° / / RT 4.30' / PATH ANGLE POINT 259.96 FG 111 SW Fifth Ave., Suite 2500 Portland,OR 97204 O: 503.227.3251 F: 503.274.4681 0 d www.koff.com 06 a w o� F/Ir_ / O _> Q O T PLAN - SW 92ND AVENUE PATH m SCALE: 1" = 10' N N a i N I-- CO k e y p l a n LU %o W 2i 2 JOBNo.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. w O 0 iN DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS Nphase BID & PERMIT � SCALE 1 INCH = 10 FEET DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL 2 z 6 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON 111 SW Fifth Ave., Suite 2500 OT U _0 PLOT DATE: 2019 Portland,OR 97204 2/6/19 3:23Pm C491 a e , 0:503.227.3251 m d 10 0 10 20 lq)ff F: 503.224.4681 PLOTTED BY: JAdams SHEET OF revisions www.koff.com SW 92ND AVE - PLAN AND PROFILE 14 28 N RECORD NO. DWG NAME: 2.1- g ~ REVISION DATE DESCRIPTION BY TAB NAME: C4.1 01600329 J Q U H J Q project # 16055 N PUBLIC FACILITY CD CD IMPROVEMENT PERMIT 2C.0 PLANS 00 &i-CN GV d mU C8m13 oZ N LLI CD J N L.L PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . J IBI Dull Olson Weekes - IBI Group Architects, Inc. Frame& rate Curb(Type var.) �"preformed filler, 9 1�/�' when required Slope 1:12 nom. (See general note 2) IS general note 4) Top of curb (See general note 9) CfYP') Curb and gutter Inlet top Tracer wire 907 SW Stark Street Portland OR 97205 USA Curb and gutter Inlet top (See general note 5) (See general note 3) (See general note 5) Shape bottom Finish grade Normal pavement slop flormal gutter IS general note 5) (See general note 3) when directed ____ _ _ + ow ine tel 503 226 6950 fax 503 273 192 -J _-----� -- - ---- A �"preformed filler, drain, www.dowa-ibigroup.com www.ibigroup.com ------------- ------------- when re uiredDe ressed utter r T- T �_ 7____ a E:11 g Top back of curb 1_ �_ _ _, _ - - 1 1, .0 4 dram PlPe YP 6"rad. I 1 _ (See general note 9) J6' ° qs r. backfillflow line u --___ I ______-LL-- Top face of curb , 99------ I I �� �� �� ----- u a - •-. t Aggr. backfill (TypJ V-6"_ �See Keyway ________ r .)u Detail below Base drain (TypJ , See Keyway Detail below -- --- - c.J hen rd) 1 (When regd., (When regd.) Top of curb • •- Subgrade�------____ qsee general note 6) E :'' 1 • `� I Subgrade 6" m Gutter Ilne `a I. , Base drain, Tracer wire Tracer wire > uo Subgrade Tracer wire 1. + 4"drain pipe Tracer wire(Typ.) (See general (See eneral note 4) -' LI of utter -- e e 1 note 4) • 9 S •. p 9 r general note - -- (See genera note 5) " ---------- - -------1- - --- (See gen t S) I t d > Ep PRwe02.07/19 a 3'-0"I3'-6"I T-0" 6" Wl� 6" .ttt,� m „ Pa limit pa limit for concrete inlet Pay limn W + m > V\5 ��t N > > curb& utter Y cur gutter 44- 9 9 79701 PE 9 l 0 S PLAN Pipe connection varies J-.1E • Pipe connection varies ry ° Pipe connection varies c E DIGITALLY SIGNED (Tye) (Ty Ye9 (See general note 111 OREGON N (See general note 11) P (See general note 11) (TYPO PAY LIMIT r ry Pipe connection DETAIL A Sump Sump A �/• f0,tq6 O p I �_ Pipe connection varies ^+ (See general note 3) I (See general note 3) 6" (Sevaries Cneral Ryp) - WITHOUT SUMP w1 �I 6 �z'-41/a''� 6" MARK S v (See general (See general note 10) + GENERAL NOTES FOR ALL DETAILS: v T-4 V, 4/y normal note 10) M _ - - m EXPIRATION DATE: W309 P SUMP______, `D Sump 'p 1.All concrete shall be commercial grade concrete. v Pay limit for cont. inlet (See general note 7) (See general note 7) • • SECTION B - B (See general note 10) 2. Inlet base may be cast-in-place or precast.Where precast inlet base is used as an 6" �2'-0'" 6' 6^ �-2'-6'- �{ 6" alternate,a 4"compacted leveling bed of sand or 1/4•-0 crushed aggregate shall be SECTION A - A provided.All precast inlets shall conform to requirements of ASTM 0913. - 3'-0" 3-6° ;p 1'12" #4 bars Top back of curb B 1 3.See Std. Dwgs. RD372&RD373 for inlet top details. Top face of curb Normal gutter Flow line SECTION B - B SECTION A - A 4.See Std. Dwg. RD336 for tracer wire details,or approved alternate. T '? S.See Std. Dwgs. RD700&RD701 for curb and gutter details. For details not shown, :': TABLE A A Aggr. backfill.- - --_1-r A see inlet G-2 (TYP-) r 6.See Std. Dwg. RD364 for base drain details. INLET TYPE W WI t-- -1 L "11 B1 G-1 2'-8%R" V-8%R" ____7. Provide sump only where shown on plans,and allowed by jurisdiction. SECTION C-C G-2, G-2M,G-2MA 3'-33/" 2'-3y8" Tracer wire(iypyTracer wire For sump details,see Std. Dwg. RD364. Base drorain pP--(See general note 4) 8. Location,elevation,diameter, slo e,and number of 1 e(s)varies, see roject lans. 4yAdpreformed filler, (See general note S) NOTE:P P P p l p All reinforcement to be laced 2"clear of nearest rame&grate P See general note 2) -- - -- face of concrete unless shown or noted otherwise--------- -- - 9. Max.pipe diameter varies with pipe material. wee gener l nrete inlet ____ __ ___ (See genera note 9) ------ F + -9 10.See Std. Dwg. RD339 for pipe to structure connections. #4 bars @ 6' GENERAL NOTES FOR ALL DETAILS: PLAN -- - --- 1. Where precast inlets are used as an alternate to cast-in-place inlets,a 4"compacted leveling bed of TYPE G-1 , G-2, G-2 M ------------- - - :: sand or%"-0 crushed a 6" ----------- -- - rTo back of curb _ a aggregate shall be provided.All precast inlets shall conform to requirements of ` P CALL ROOK NO.-_N7A BASELINE REPORT DATE.-- 21-jUL'2D15 1��' - CALC.BOOK NO. N/A BASEONE REPORT DATE z�-Jt1L"2U15_ __ 1 1 ASTM C91 3. �J 1 1 NOTE: All material and workmanship shall ti 'n accordance with IT 2/z' Z/z ---I------ --- -- - -----_ -- -------r-- C � � � 2. Graphics show G-7 inlet with Type2grate. See Table Afor inlet dimensions. NOTE: An material and workmanship shall helna«oraaR<c with 1" 1 I I uS Top of curb the current Oregon Standard Specifications the current Oregon Standard Specifications - p_1 1 11 1 f_I 1 t c Type 1 grate allowed only in locations not subject to bicycle or pedestrian use. A ---1-----------`wm===_ - _______ ==_ A The selection and use of this For frame and rate details,see Std. Drg. The selection and use of this 1 ---1-------- - ------- --------- - - -- OREGON STANDARD DRAWINGS io 9 9 OREGON STANDARD DRAWINGS L 1 ] - 1 1 _ t Standard Drawing, while de- 3. Provide sump only where shown on plans,and allowed byjurisdiction.See Detail A for inlet without Standard Drawing, while de- }0 T J o �2'-6"� signed in accordance with Frame&grate sump. signed in accordance with '^ 1 Gutter line c To face of curb CONCRETE INLET BASE L - (See general note 2) CONCRETE INLETS V! 1 „ „ p generally accepted engineer- 4. For curb details,see Std. Drgs. R0700&RD701. genea/ly accepted engineer- Q 3-6' a ing principles and practices, TYPE CG-3 5. See Std. Drg. RD336 for tracer wire details,or alternate. in TYPE G-1r G-2r G-2M, & G-2MA .0 70 g princip/es and practices o U u B 4J i is the sole responsibility of p 6,0„ 6. Max. pipe diameter varies with pipe material. /s the sole responsibility of v 1 lip of gutter-- utter 1 the user and should not be 201 g W 7. Location,elevation,diameter, slope,and number of pipe(s)varies,see project plans. the user and should not be 2015 1 ___L__________________L____--_________ ___ used without consulting a DATE RMSHON DESCRIPDON .P 8. All concrete shall be commercial grade concrete. used without consulting a DATE REVISION DESCRIPDON ------------- - 9. 3/A"preformed filler(in concrete pavement or utter only)to extend through thickness of concrete. oR:P,: vw:�.o,� O Registered Professional En- �`N P 9 Y 9 Registered Professional En- KEYWAY DETAIL PLAN gineer. TYPE G-2MA 10.See Std. Drg. RD363 for gutter transition section,when curb and gutter are required. gineer. O 11.See Std. Drg. RD339 for pipe to structure connections. Effective Date: June 1 , 2018 - November 30, 2018 RD371 Effective Date:June 1 , 2017 - November 30, 2017 RD3640 - N U N O � CATCH BASIN CG-3 CATCH BASIN G-1 v o 3 SCALE: NTS SCALE: NTS co is > CONCRETE SIDEWALK 6 6:1 BATTER = C:)O �O m SEE STD DETAIL 120 1 < ON SHEET C5.2 rn 4" L M M Cz a 4 +d N H a d . A C9 to to CRUSHED GRAVEL d 24" MAX d ;- X I III-III-III-III-III-III .... .... Imo- WIDTH PER PLAN I I=I I (=III-III-III-I -III-III-III z I-III-III-IId W . :. d.' 6" MIN. A W 6" _ e - I-I III II " I - - I III-II ' o -_- _•�:::' e:.�`:•� �.:;...,., ..�..:'...�'-'•, °'...�_,:•;.�.::�'•:;�:;.'�:';.,��,.' _ III-I - III-III ". . _ II-III1q)ff -__-_ 0- -I I I-III-I I -I I I-I I I-I I I-III-III-III-I I -I I I-I I I-III-III - U 111 SW Fifth Ave., Suite 2500 I I I-III-III-III-III-III-III- -III-III-I I-III-III-I Portland,OR 97204 M I -II O: 503.227.3251 I I-III-I i I-III-III-III-III III-III-III-III-III-I -III-III-III-III-I III- - I I-III_ F:www.kpff.com .4681 WWW. p .COm Q a- j COMPACTED 0 SUBGRADE NOTES: vii ° 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT o EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF L EACH DRIVEWAY. � 3m M o GRAVEL SURFACING SECTION 2 CURB WALL U o N SCALE: NTS SCALE: NTS 000 k e y p I a In Z %o W 0 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. LU 0C14�m JOB "° phase BID & PERMIT O �N DESIGNED BY: J. ADAMS 0 / PUBLIC FACILITY IMPROVEMENT PLANS DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL C5 • 111 SW Fifth Ave.,suite 2500 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON v 6. O 51la 227 325104 date FEBRUARY 8, 2019 PLOT DATE: 2/719 8:29am J li 0- F: 503.224.4681 PLOTTED BY: rcadua SHEET OF revisions m a www.kpffcom DETAILS 15 28 X DWG NAME: C3.X-DTLS.dwg d N RECORD N0. 0 N REVISION DATE DESCRIPTION BY TAB NAME: C5.1 1600329 J d Q U U) J project # 16055 N PUBLIC FACILITY cn CD IMPROVEMENT PERMIT CD Q1 PLANS U')o 6i!_N1 C-Ja_ 66 C8m14 NZ �W N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID , J EXISTING DRIVEWAY - IBI CURB JOINT MATCH WIDTH & GRADE SEE STD DETAIL NO. 146 011 5' MIN. SEE NOTE 5 ROW A R/W LINE VARIES SEE NOTE 3 1 Dull Olson Weekes - IBI Group ROAD '_ -2% T 3/4" R � 6"� EDGE 5' MIN 12% I2% SEE �2% Architects, Inc. 1 - - Ii NOTE 3 SID WALK �2" OF 3/4"-0" BASEROCK 1A 907 SW Stark Street Portland OR 97205 USA 6" -_-L, DRAINAGE BLOCKOUT tel 503 226 6950 fax 503 273 9192 COMPACTED SUBGRADE a 3" I.D. SCHEDULE 40 SEE NOTE 2 A www.dowa-ibigroup.com www.ibigroup.com DWV 4 1 1.6"-2.4" TOP DIAMETER OF 50% TOP MARK® DOMED -� PPE (ABS )/COUPLING6, 30' MAX 6, - 65% OF THE BASE THERMOPLASTIC SHEET SIDEWALK ADJACENT TO CURB 0"0 " o o ,a '• ' 16" 10' MIN DIAMETER o , o TAPERED EDGES o ROW a o"0 0 0 0 A , 1.6"-2.4" O° O° O° O Or 2 WHERE EXPOSED 2% 6' o 00 A PLN o Oo Oo 0 A �� 0.2" 02/07/19 0 0 o a O O O O 07'9 R FFF0 9 1 4' ssi PROJECTED TOP R/W yBONDER PASTE N O,J,99„ 3/4„ OF CURB 6" �F 11P 1 PE 9 !2" of 3/4"-0" � 0.65" PENETRATION _ BASEROCK COMPACTED SUBGRADE 2% MAX MIN. COMPACTED SUBGRADE NOTES: STREET _ �- OREGON SECTION A� DIGITALLY SIG SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: ": P• oqj� NOTES: NOTES: A. TO BE PROVIDED: (5 opo o ' Hqy 1. THERMOPLASTIC DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND O( MARK O�0 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. 00 000 p`'• e"g°`=�i+�.r•P DETAILS AND TO THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE 2) AT EACH COLD JOINT. oO. 00 WARNING SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER r EXPIRATION DATE: W31/19 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3) AT EACH SIDE OF INLET STRUCTURES. POTENTIAL HAZARD IS 6 TO 8 INCHES FROM THE CURB LINE OR OTHER POTENTIAL 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2- PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. 2" OF AGGREGATE HAZARD. / IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. SECTION A-A (3/4"-0") COMPACTED PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 2. THERMOPLASTIC DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL NOTES, RECOMMENDATIONS. CON WITH A MINUTHICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. 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 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. TOPMARK BY FLINT TRADING INC. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. PH: (336) 475-6600 OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED WWW.FLINTTRADING.COM A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 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 2 FEET 4. SEE STD DETAIL NO. 146 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 2 DETECTABLE WARNING - TYPE 1 OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL SCALE: NTS 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL CITY OFTIGARD AtA>ADtED NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE ' OREGON MICHAEL A. STONE, P.E. CONCRETE DWG. NO. HNctNRBBPiGDmsloN MICHAEL A. STONE, P.E. ' OREGON MICHAEL A. STONE, P.E. RNGP186HING DF/ISION STANDARD DWG. NO. BNG¢•18BRDiG DPnsION ■ PUBLIC WORE DEPARTAE!Nl' o" o"�` ■ PUBI]CWom DEPARTMRNT °TM°'�" ■ PUBLCWOR6DPPAH'I'Affi-!1' o^'oq"m+ STANDARD DRIVEWAY DWG. NO. ntn S.W.FiAI.I.BLVD. nms.w.[ BLVD. mms.w.DAlIBLVD. }+ TIGARD,OREGON vrul JANUARY 2013 SIDEWALK 20 TIGARD,OREGON MU JANUARY 2013 CURB 25 IIGARD,ORRGON 9R2i JANUARY 2013 w/CURB-TIGHT SIDEWALK 42 V R VOICE:(RD)fl n R volts:(RR3)6 1" R VO1CR:(w3)l 171 FAS(SD3)cea APPIpVAI DATE PAS(SDT)6&-'f!9'I APPRDV,L DAIS PAL(W)680.J APITRIK DAIS L U) As required in ' - Off typical sections Q Street of construction OUTSIDE OF WITHIN - Street plans EXISTING PAVEMENTX- DIG OUT REPAIR SAW CUT OR GRINDING PAVEMENT PAVEMENT O Area 1' T-cut see Surfacing note 1 ) Topsoil Or as 'Em18 CAST IRON 910 BOX Q N Base Material AC PROVIDE 24" BY 0 CV directed 4" THICK CONCRETE V J O a1 PAD (SEE NOTE 4) Ly = 00 0000-,10 00 0000-,10 0 0 00 0 0 0 0 00 0 o o O o o oao oaoo,10-AB o o0ooaoa AGGREGATE BASEROCK HAND TAMP BACKFILL p of 0_ 0 - 00 -0000 -000 000; AROUND TOP SECTION EEJ r 6" MIN. }� 70 a a, I E � - -_ -_ _- -_ - 112" MAX. � o 'o \L 0 o I I-I ( I -III-I COMPACTED SUBGRADE �`"' X U C5 Z 6" ASTM 3034 PVC �_ } N ° m LOCAL STREETS: �� Q O r-- n o c O d (D .0 � (D AC - 6" CLASS "C" ASPHALTIC CONCRETE, OPERATING NUT EXTENSION O O { 3 r m AB - 4" 1-1 2' - 0" AGGREGATE BASEROCK ` 4 C ;N,, a R� o ( / ) (SEE DETAIL N0. 505) ^ O oy � o -v - c ala OR _ o :Ea a o (D a N - N a� AC - 8" CLASS "C" ASPHALTIC CONCRETE }+ 0 ` O CO M ono � �v � o o Q MAJOR COLLECTOR STREETS: B LO LO O O x 6" Min bedding 1 AC - 9" CLASS "C" ASPHALTIC CONCRETE, �- `� below outside Of MIN O MIN r AB - 4' (1-1/2' - 0") AGGREGATE BASEROCK U) pipe bell 3/4" - 0" z crushed aggregate w Ld NOTES: k�\%Of1 TO REST 2' Min Trench ��� \/j \�\�j ) ONLVE OPERATINGBOXTASSEMBLY. foundation 2) OPERATOR EXTENSION stabilization REQUIRED WHEN VALVE NUT 111 SW Fifth Ave.,Suite 2500 W Portland,OR 97204 m if required IS DEEPER THAN 3 FEET ® 24" 0: 503.227.3251 NOTES: FROM FINISHED GRADE. O_ F: 503.274.4681 1. JOINTS TO BE TACK AND SANDED WITH BITUMINUS ASPHALT EMULSION.. 3) CENTER VALVE BOX ON www,koff.com NOTE: AXIS OF OPER. NUT. 0- 2. ASPHALT PLACED IN MAX. 3" LIFTS EACH COMPACTED TO 92% MIN. / 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 4) PROVIDE 24" SQUARE BY 4" THICK 2. JOINTS TO BE TACK AND SANDED. CONCRETE PAD AROUND VALVE 24"� U BOX OUTSIDE OF PAVED AREAS Q � 0 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD M o JU -1 i QCITY OF TIGARD NO SCALE CITYOF ORFTIGGON MICHAEL ONE, P.E.RD NO SCALE CITY OFTIN� THEODORE SK KYLE, P.E. NO SCALE t m OREGON MICHAEL A STONE, P.E. • TYPICAL GATE X BUCW RESDEFARTON TRENCH DWG. NO. RNGDiOWDIN RIs10N - PAVEMENT DIG-OUT DWG. NO. RUCWORwcnmvoN onEG� 0wc. No. I CnY ENDIRR ■ PUBLIC wOBCR DP.PARFMRNT ■� PUBLIC WORE DI3PABT.3ICNI C, ■ lR1B MUSS.W. D RLibICN]' M N ) TIGARD,0RE.BLVD. 80 ]n'f1GAAD;O NV"9l l JANUARY 2013 AND REPAIR 82 MG R.W."AI.LBL"D. VALVE 503 m VOIM(oaewNsrzn JANUARY 2013 BACKFILL v � N � VOICR:(50.1)fi341m R vo1CR:(RDJ)6394m � vol�CB:n('RD3�laA N9]YLl JANUARY 2011 H- O PAL (m3)6R nw APPROVAL DAIS FAL(50.i)6R4]291 IPPItOVAI DATE PAL(503)680.]27 APWtOVAL DAIS 66 k e y p l a n Z %o W 0 O1 O JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. O �N DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS W phase BID & PERMIT N\ j DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL C • 111 SW Fifth Ave.,supe zsoo CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON J ."J.. Portland,OR 97204 C2 date FEBRUARY 8, 2019 _U _o0:503.227.3251PLOT DATE: 2/7/19 8:29am Ji� d m F: 503.224.4681 PLOTTED BY: rCadua SHEET OF reVISIOns M www.kpH.cam16 d N DETAILS T ' RECORD N0. 28 DWG NAME: C3.X-DTLS.dwg N O REVISION DATE DESCRIPTION BY TAB NAME: C5.2 1600329 J CL l� Q U U) J Q project # 16055 N PUBLIC FACILITY CD IMPROVEMENT PERMIT Q1 PLANS �o 6j CV CV� 66U C8ml oz (V L!J �J CV LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR ew�.)o BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. ( wm J .':....... LJ I I - - ..�.:Ld::: I �-2.0' . :•_ I B SIDEWALK ADJACENT TO CURB 294.34 TC"':: 293.92 TP 0.8% ( 293.95 TP Q - 293.84 TP::':. DETECTABLE•• NTNG; O I SEE DETAIL 2/C5.2 18• BREAK FLANGE SIDEWALK 18" CAST IRON 910 293.90 TP "' 294'21 ■ �' VALVE BOX TOP Dull Olson Weekes - IBI Group 3" MIN. r, ( ) 294.22 TC ..:.' I C MIN 6" MAX. p El � � 4 • PLUGGED TEE PLUGGED CROSS 293.84 TP 293^98 TP MATCH EXISTING CURB I i e .�.y:a' BEND PLUG OR CAP Architects, Inc. 1.5% (294.2±) , bETECTAI3LE WARNING, T ' Q 1/2 4" DRAIN ROC SEE DETAIL 2/C5.2� 1^ 0 294.19 TC I• TAR PAPER (MOISTU 907 SW Stark Street Portland OR 97205 USA 3.5' //�293.69 TP 6" DUCTILE IRON PIPE tel 503 226 6950 fax 503 273 9192 ° ^ www.dowa-ibigroup.com www.ibigroup.com I"' "' oo°o o°o° RESTRAIN ALL JOINTS W/ "`• :+i:, 293.38 TC/G :: °0°°00.0.° 293.99 TP 4.74' :::::� I "FIELD LOK" OR EQUAL GASKETS 0. oo°o° Q I �- LATERAL PLUGGED CROSS TEE 29_3.47 TP 4' 3.5 0 0 0 0 ' : /1.0% 7.5% 6" MEGALUG RETAINER 0 0 0o �':.':.'.:':.' GLAND (EBAA IRON) CONCRETE THRUST BLOCK SCHEDULE • ;•;•;:';:'•;: Q 293.90 TP 3.31 ' .. ...... I CONCRETE PIER BLOCK 6" GATE VALVE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) 293.94 TP '' ' 294.08 TC/TP FLG. x M.J. :•'•:'• :•'•••':•':• M.J. x 6" FLG. TEE FITTING 90'BEND, TEE, OR 45' 22 1/2' 11 1/4' 02/07/19 SIDEWALK WITH PLANTER 2.0 SIZE (INCHES) PLUGGED CROSS BEND BEND BEND ���ED N E- jsi 294.43 TC. ::: �S I N p 3.5' 293.93 TP CONCRETE CURB STRIP AT CURB Q 4 01.9 01.3 -- -- ��� �`'G FF9 yq� a 1 """ 294.14 TC 1.5% AT BACK OF 6 04.0 02.1 01.3 -- 79701PE �L 293.64 TP v RAMP AND SIDEWALK 8 07N .1 03.9 02.0 01.3 �` - a LANDING 3" MIN. BREAK FLANGE DIGITALLYSIGNED re •.•••••••• `. :•_ _ MAN- 12 16.0 08.8 04.5 02.3 %W7 a (294.0±) .......... 1 16 28.4 15.5 08.0 04.0 294.01 TC ":.::. °°•� ' ' 24 64.0 34.9 18.1 09.1(294.0±) 293.51 TP 293.57 TC/TP '7 29416 TC li1S27I `t MATCH EXISTING CURB 293.66 TP 1. HYDRANTS TO BE MUELLER CENTURION, A-423TOR APP'D EQUAL) T IT 5 E F ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN EXPIRATION DATE: V/31/f! l•:•: :::'•:•: MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: Q Q A. OIL RESERVOIR ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO `t N I B. BRONZE ACTUATION NUT COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING - - DETECTABLE WARNING, :•40 - � o0o STESSES, USE THE FOLLOWING EQUATION 000. C. BRONZE SEAT RING / 000 o SEE L DETAIL 2/C5.2 D. WEATHER SHIELD CAP BEARING AREAS = E. SAFETY SLEEVE COUPLING (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) 1.5% 1.5% 0000!�? 0000 I F. THREADED NOZZLES WITH "0" RINGS �0000 1.5% ��- � •;•:•; °°° I G. NATIONAL STANDARD THREADS 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 000° 2. SAFETY CHAINS TO BE REMOVED. 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 I� �:::. �::. 0000 294.14 TC 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. S 6.5 --I 293.64 TP BY DISTRICT FIRE MARSHALL. 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. AA/ l� 8.2 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON VV\ ...""'.""""".'...•:.' D ao THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. [� ^ 293.53 TC/TP•:• Do I 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, Q / \ •••• 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING D 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED STRESS(ES) STATED IN THE SPECIAL PROVISIONS. "- BY ENGINEER. 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) THRUST BLOCKS ARE IN SQUARE FEET. 293.34 TP ON THE 4 1/2" PORT. 293.25 TC/TP GRADING DETAIL 5 GRADING DETAIL 3 CrrY OF TIGARD . NO SCALE CTTY OF TIGARD NO SCALE �/V\/_ C� oucoN LORI FANA P E FIRE HYDRANT OREGON THEODORE S. KYLE, P.E. 1.5% ✓ SCALE: 1" = 5' SCALE: 1" = 5' ENGINEER1NGDrv510N • STANDARD THRUST O O O D O 1312WO. SALL BLVD. DING. NO ENGINPBHDJG DNI9tON DWG. NO. POBLIC WORI6 DEPABT'MBNT . do Dldfmt O TIGM ,OREGON 9= AUGUST 2015 ASSEMBLY PCB umS.W.v BLVD `•" "'l-' • 00000000 VOICE:(W3)fi3"1( 542 , o�Ox WN u JANUARY 2011 BLOCK 560 11 PA%: (W)680.T MflgVIL MR " DETECTAB FARNING, ° FAY:(w3)W-R9 """�"`°"" V SEE DETAIL 2/C5. o� I }i 293.35 TC/T1..-. 293.90 - v (n D Q 304.85 TC Z "" 301.48 TC L' TC 300.98 TP 304.35 TP 293.37 TC293.40 TP 293.95 TC MATCH EXISTING CURB D MATCH EXISTING CURB ' 93.35 TP: :: . 4 293.45 TPP 301.59 TC/TP (304.9±) ■ 1 . 304.85 TC I N A O 1.5% :: 304.35 TP ::': ::::: 300.20 TC/TP 6.3' O .I MATCH EXISTING �� N GRADING DETAIL 7 :DETECTABLFWARNING, 304.93 TC ;' ;; 1.64 300.3 TP EXISTING O V N ( MA D-7 _ 00 ::::SEE DETAIL 2/C5.2 1.5% - ti SCALE: 1" - 5' 304.43 TP ::•: I - 0 304.39 TP . ...... r n O :: L 300Of .54 TP :::' �+ o I 304.32 TC TP :: 304.53 TC/TP :::::: : AI //V�� O N I 0. 304.25 TC/TP ': :': 1�cli 301.49 TC:: :: �� • • 300.60 TP �--+ 300.75 TC TP 301.34 TC 00 0 : ' NCU 6.5' 304.83 TC / I 300.99 TP ' R3.:0 F KK Lo 300.84 TP 1.5% 0 0 0 0 .:.: G :'::'. Q I 0000 304.33 TP : CONCRETE CURB 304.36 TP .°000 : 0°0°0°0 1 301.83 TC ":::::::' 0 5.24 0 0 0 CONCRETE CURB 6' R9.50' Q O 0 0 0°o AT BACK OF °°° - ••• 000° rnQ 1.5% AT BACK OF 301.33 TP :: "' Es �- O 0000 RAMP % .... .. :%: ° 0000 o o°0 1.5% 301.29 TC 000 o LANDING D R3.00 ��° O� o° 70 o ° 300.79 TP M ::':'':' :.. 0 0 0 o I �' 301.14 TP 0 (304.7±) N .304.28 TC/TP I j:::::'r.: Q L � 301.96 TC :::' ui 300.68 TC/TP Q ..: 1.7% O Co M 301.46 TP:::," o a :. : ao 304.79 TC 6.5 3 � LO LL0 i . •:: up) I 304.23 TC/TP.::: ori 304.29 TP �- ,� DETECTAB ARNING;::.::•::. •"" �•�7���•��� 301.39 TP SEE DETAIL 2/C5.2::'.:'::':. Q 304.72 TC a L 0.9% L 7 6.6' 304.22 TP DETECTLABLE WARNING, Z SEE DETAIL 2/C5.2 301.52 TP Ld 301.00 TC 1.5% 304.71 TC :::::: :: Q 1,5% 300.50 TP 301.09 TC/TP 304.21 TP I..•;..•.'.. I 301.48 TP o MATCH EXISTING CURB ° MATCH EXISTING CURB 305.00 TC ::: Of D �_ I ss 304.50 TP':::. L 1.5% `°ss 304.64 TC/TP :..... J Q °ss / L 301.60 TC/TP:::. : 301.67 TP 111 SW Fifth Ave.,suite 2500 O] (\ Portland,OR 97204 a F: 503.274.4681 X IA IJ °, L Y I SS `....'::. :. � Owww.k°ff.com 1 157 zn '^ Q v � 6 o � � GRADING DETAIL 6 GRADING DETAIL 4 GRADING DETAIL 2 GRADING DETAIL 1 � SCALE: 1" = 5' SCALE: 1" = 5' SCALE: 1" = 5' SCALE: 1" = 5' Q � m X I M N o M 0 C0 0 I O no CO k e y p l a n LU j o W m 2 rn JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. > %� DESIGNED BY: J. ADAMS phase BID & PERMIT OiN PUBLIC FACILITY IMPROVEMENT PLANS DRAWN BY: R. CADUA • n TWALITY MIDDLE SCHOOL Jl z 111 SW Fifth Ave.,suite zs00 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON U C5 o Portland,OR 97204 PLOT DATE: 2/7/19 8:30am date FEBRUARY 8, 2019 0:503.227.3251 Jd m wwwk°F: 503.224.4681 PLOTTED BY: rcadua SHEET 17 OF 28 revisions M . ff.cDm DETAILS N DWG NAME: C3.X-DTLS.dwg RECORD NO. REVISION DATE DESCRIPTION BY TAB NAME: C5.3 1600329 J d 0 Q U J Q project # 16055 N PUBLIC FACILITY co CD CD IMPROVEMENT PERMIT QCID PLANS NO OSN mo- 66U C8m16 CD N LLI �J N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . J IBI Const.6"wide(Nom.) curb at back of curb ramp - :..._. unless otherwise directedReturn curb .. . .._. (TYPJ e - (See general note 7) 'dF Dull Olson Weekes - 1131 Group Architects, Inc. e.1 e / ••• rf �✓ T ©(,'\ a, Buffer strip J :::.•. r::: CWl :.... : •• ..._ `-- .4 / --:.....:::' a 6'rad. :� (TYP.) __ * Curb and gutter --_* cry P) �'-"`_'� •_ Max.flare slopes 10.0% _ (See general note 14) ___ � "t 907 SW Stark Street Portland OR 97205 USA //y/ Curb and utter Normal width of detectable 9 J A l / Normal of detectable Curb and utter 9 tel 503 226 6950 fax 503 273 9192 (See general note 14) Normal width of detectable (See general note 14) warning surface to match g warning surface to match warning surface hi match width of approaching sidewalk * See general note 11 width of approaching sidewalk width of approaching sidewalk www.dowa-ibigroup.com www.ibigroup.com *'See general note I 1 (Curb ramp width 4'min.) (Curb ramp width 4'min.) (Curb ramp width 4'min.) PERPENDICULAR CURB RAMP DETAIL PARALLEL CURB RAMP DETAIL PERPENDICULAR CURB RAMP DETAIL (Use"Parallel Curb Ramp Detail"or"Combination Curb Ramp Detail' m when recd /THROUGH BUFFER STRIP .turning space cannot be obtained) \ ) 0 N A Match curb exposure tO Curb and gutter ♦� Match curb total height 07'9 PR02/07/19 Const.b"wide(Nom.) Return curb (Type varies) Detectable v curb at back of curb ramp (Typ.) Gutter surfacewarning Pay limitu, unless otherwise directed (See general note 7) lip -+ Z SIoPe � 01 PE 9 l vanes v - C� Max.Flare slopes 10.0% Slope 4.0%max, - - ---- -�..J� � ramps r T-_- 4� ... D surface slope) TTSECTION A-A SECTION B-B SECTION C-C q�! MARK 0�0 ei '•'r::;•ri::.. e : 6"rad. _ * 6"ra A_ * Sidewalk EXPIRATION DATE: 12/3" Max.Flare slopes 10.0% ,4 - _ � � Turning space Normal width of detectably Curb and gutter 9 P Curb and gutter) _ ct -_i With no constrained 4.5'x4.5'nominal, S'm min. Normal width of detectable warning surface to match (See general note 14) (See general note 14) warning surface to match width of approaching sidewalk With constrained 4.5'x5.5'no coon 4'x5'min. * See general note 11 width of a (with longer dimension in direction of g approaching sidewalk (Curb ramp width 4'min.) pedestrian street crossing).For the purposes of this application, (Curb ramp width 4'min.) a max.2.0%finished surface slope(for drainage)is considered level. *See general note 11 UNUUNDetectable warning Surface <- Slope 1.5%max.(Max.2.0%finished surface slope) COMBINATION CURB RAMP DETAIL PERPENDICULAR CURB RAMP DETAIL(WITH SINGLE FLARE) (Normal sidewalk cross slope) (Use"Parallel Curb Ramp Detail"or"Combination Curb Ramp Detail" F Slope 7.S%max.(Max.8.3%finished surface slope) when recd.turning space cannot be obtained) 2' See general note 5 GENERAL NOTES FOR ALL DETAILS: 8. For the purpose of this drawing,a curb ramp is considered"perpendicular if the angle ULC.1100K W.__N/A....... BASELINE REPORT OATS __ 16-JUL-2018_____— 1. Curb ramp details are based on ODOT applicable standards. between the longitudinal axis of the curb ramp and a line tangent to the curb at the curb NOTE: Al material and workmanship shall be in accordance with ramp center Is 75•or greater. the current Oregon Standard Specifications 2. See Std.Dwgs.TM5RD703&RD701 for curbs.See Std. in g.RD720 for sidewalks. 9, Curb ramps for paths intersecting a roadway should be full width of path,excluding Flares. The selection and use of this See Std. rots TM503&TM530 for crosswalk markings,widths,etc. When a curb ramp is used to provide bicycle access from a roadway to a sidewalk,the curb ramp Standard Drawing, while de- OREGON STANDARD DRAWINGS 3. Tooled joints are required at all curb ramp slope break lines. should be 8'wide. signed in accordance with 4. Curb ramp slopes shown are relative to the true level horizon(Zero bubble). g 10.For curb ramp placement options,see Std. Dano s to as u RD757. generally accepted engineer- CURB RAMP DETAILS 5. Place detectable warning surface In the lower 2'adjacent to traffic of throat 9 Y P 9 A of curb ramp only.for details not shown,see Std.Dwgs.RD758&RD759. 11.Check the gutter flow depth at curb ramp locations to assure that the design flood does not overtop 117g principles and practices, 6. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction the back of sidewalk at curb ramp.If overtopping occurs place an inlet at upstream side of curb ramp is the 50/e responsibility of c„ or perform other approved design mitigation. of the ramp run.Grade breaks shall not be permitted on the surface of ramp runs and turning the user and should not be 2018 V spaces.Surface slopes that meet at grade breaks shall be Flush. 12.Only use details allowed byjurisdiction. used without consulting a 0ATE REvisaN UESCMPTION _ 7. Return curb may be provided In Ileu of Flared slope onlyIf protected from traverse b 13.Site conditions normally require a project specific design. of-sole arvnm bi rens.xLvuroa Aoom xoits y p p p y See project plans for details not shown. Registered Professional En- 07-2018ee smo TN aE rsm aAoom xo E -- •L landscaping or fixed barrier.Return curb shall not reduce width of approaching sidewalk. 14,On or along state highways,curb and gutter is required at curb ramps. gineer. }/ N Effective Date: December 1 , 2018 - May 31 , 2019 RD755 0 CURB RAMP DETAILS 0 U N O N ti co 11— COCO tri •� > Ln O "ZI- CD O cn co 3 �+ J /•! V CO LO CD CD V l (fl L0 Ln X ■ � r y-: 4- C) U / !n H Z W Li W iqlffO d U 111 SW Fifth Ave.,Suite 2500 J m Portland, O: 503.227.3251 W F: 503.274.4681 www.koff.mm O J d �r� D V Q U / o 0 C6 o 0 o a X � m I M 0) o U n � o � 0m k e y p I a n z %o Wto JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. > i� DESIGNED BY: J ADAMS PUBLIC FACILITY IMPROVEMENT PLANS phase BID & PERMIT O a� jN DRAWN BY: R. CADUA W TWALITY MIDDLE SCHOOL -a CHECKED BY: P. DEDYO C5 111 SW Fifth Ave.,Suite 2500 CITY OF TIGARD, OREGON +• Portland,OR 97204 • 4 date FEBRUARY 8, 2019 a U o PLOT DATE: 2/7/19 9:17am 0:503.227.3251 J Ea n F: 503.224.4681 PLOTTED BY: rcadua SHEET OF revisions X DWG NAME: C3.X-DTLS.dwg DETAILS 1a 28 RECORD NO. ~ REVISION DATE DESCRIPTION BY TAB NAME: C5.4 1600329 O J d Q U J Q project # 16055 N PUBLIC FACILITY co CD CD IMPROVEMENT PERMIT QrQ0 PLANS 00 6iU C8m17 CD (V tj j tiJ N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR 1/ BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . J SO SHEET NOTES B C \ 1, APPROVAL OF THIS EROSION SEDIMENT AND POLLU70N CONTROL PLAN (ESPCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR 3 r DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). to e( \ m I 2. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, Dull Olson Weekes IBI Group / m C) p= �. r r- MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESPCP Architects, Inc. ° r FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL OT T T T —I 1 T — 1 - ALL CONSTRUCTION IS COMPLETED AND APPROVED, p r ° VEGETATION/LANDSCAPING IS ESTABLISHED. T - �r ° ° ° r r . ° T r° ° 907 SW Stark Street Portland OR 97205 USA ° r 1' r r —1 r T I \ i p I 3. THE ESPCP FACIUTIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN p T� tel 503 226 6950 fax 503 273 9192 m ° D/W I A MANNER AS TO INSURELL THAT NG AND GTA AND SEDIMENT AND W SUCH www.dowa-ibigroup.com www.ibigroup.com ' 12"SD o;oo,asasoe; 2"SD 12'SD 12"5D 12"sD 12"SD - IT'SD ° 12"JD 12"sD 12"sD 12"sD 12"5 12"SD " DOMNOT E ENTER TTHENDRAINAGE SYSTEM ERO ROADWAYS ORVIOLATE WATER -a Z APPLICABLE WATER STANDARDS. X 4. THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM 2;z I REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED AS w NEEDED FOR UNEXPECTED STORM EVENTS, AND TO ENSURE THAT N _ nHSEDIMENT-LADENE SITE. 8„u - _ ' s s� 5 Ins ��� nHo _ - a^ss - s ss s^ss a^ss a"ss — ass ass a�- nrao a^ss - � ESPCP FACILITIES SHALL BE INSPECTED DAILY BY THE ozio \V1 s^ss a"ss a"ss s'ss a^ss- _ nHo nHo a � THEIRCCON7IN�ED FUN�TONINGMAINTAINED AS NECESSARY TO ENSURE \�N��E� PN fFFSf�61 oy Ss•,8 A �sss 100+00 101+00 SW 97TH AVENUE _ OHO 102+00 Iw 6. THE ESPCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND �� 79701PE 9 9l MAINTAINED A MINIMUM OF ONCE A WEEK OR WITHIN THE 24 HOURS n FOLLOWING A STORM EVENT. w DIGITALLY SIGNED nHo - OREGON nHo I= nHo I FU qU! NA R K DFO�� m ——_ OHO _ QQ < EXPIRATION DATE: 12/31/19 nH0 Iwl [W] WY1 (w] I !W1— _ IWl [w] w rn nH0 �— nH0 IWI Iw] O nH0 O�)-O ��� SHEET LEGEND z nHo I PROPERTY LINE CIVCIV ryo,� (49)- EX. CONTOUR MINOR r N� - - - - -(50)- - - - - EX. CONTOUR MAJOR - 49 PROP. CONTOUR MINOR N • • 296 • 50 PROP. CONTOUR MAJOR N I EXTENT OF WORK I ° Ir 293 294 295 STRAW WATTLE 1 6.2 PLAN - SW 97TH AVENUE SCALE: 1" = 10' ® INLET PROTECTION C62 V 0 C� I ' ..� ► SURFACE FLOW DIRECTION N L _ J BIO BAG IN GUTTER m c m � I O F p N D I p ° ° U CV ° nHo nHo _ nHo nHo A nHd nHc O v nHo nHo nH0 nH °n 0 ° 4 e 12"SD 12"SD 12"SD – -- �// O m �_ nHo �� D •, nNo Zm �� O �0 v nHo v m C LU nHo 0O o -� F_ m= Z v�1I \ s I > SS a 'sss s'ss a s ss ass -- a'ss a'ss s ss ass s ss ass a' a a a'ss aa'ss s^ ass ass w e 5 Q O ti U = GCD CDti _w a � l SW 97TH AVENUE loa+oo Iw_ _ �_ •� �_ ce) co LU N w �— =I I= CIOVtCD CO o � CD w <I I< U - [w] 777 [w] Iwl z [wl [w] ] Iw Iwl w] [wi [w] [w] [w] [w] [W1 Iwl Iw Iwl - I - w w 0 lq)ff x I z �'� OHO M �p`� A apo z Pc U J L L m II• IIS 111 SW Fi Ave., uite 5 Portland,OR 97204 O: 503.227.3251 d _ — — — — — — — — — — — — — — — — F: 503.274.4681 / 1- 7 ] • • I • I • • www.kUff.mm J 29T o_ 0 3�:p ] � 0 U y W .0m PLAN - SW 97TH AVENUE SCALE: 1" = 10' 0) U N (D U) O H U3 k e y p l a In z %o W cL o O1 JOB No.: > /N 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. W N� phase BID & PERMIT DESIGNED BY: J. ADAMS O PUBLIC FACILITY IMPROVEMENT PLANS O % DRAWN BY: R. CADUA SCALE 1 INCH = 10 FEET TWALITY MIDDLE SCHOOL Z 6 111 SW Fifth Ave.,suite 2500 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON C691 Portland,OR 97204 U ° ° 10 O:503.227.3251 0 10 20 PLOT DATE: 2/7/19 8:30am date FEBRUARY 8 2019 m lq)ff F: 503.2 .com 1 PLOTTED BY: rcadua SHEET OF revisions M www.kolf.com EROSION AND SEDIMENT CONTROL PLAN 19 28 d C11X DWG NAME: C6.1-ESCP.dwg RECORD N0. a 0 REVISION DATE DESCRIPTION BY TAB NAME: C6.1 1600329 J n Q U H Q project # 16055 N PUBLIC FACILITY co CD CD IMPROVEMENT PERMIT Q� PLANS vo ON MCL �U C8m18 oz N LLI N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR eo��)o) BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . wm J I SHEET NOTES B N I 1. APPROVAL OF THIS EROSION SEDIMENT AND POLLUTION CONTROL PLAN (ESPCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, Dull Olson Weekes - IBI Group ° �- MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESPCP Architects Inc. I FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL _ _ _ _ _ _ _ _ _ _ _ _ ALL CONSTRUCTION IS COMPLETED AND APPROVED, _ � rxie ° nHO nHo nHo - - nHo nHo n"o n"o - �SH� - �� - a VEGETATION/LANDSCAPING IS ESTABUSHED. nHO- - n >5 nHo _ - 907 SW Stark Street Portland OR 97205 USA 3. THE ESPCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN b, ° ° ° ° ° L\ 4 = a � tel 503 226 6950 fax 503 273 9192 °\ a , p ° D/ Za I CONJUNCT10N WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH www.dowa-ibigroup.com www.ibigroup.com A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER �o I DO NOT ENTER THE DRAINAGE SYSTEM ROADWAYS OR VIOLATE APPLICABLE WATER STANDARDS. a 5' I 4. THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS, AND TO ENSURE THAT n �• SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. 0� 5. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BY THE %E- yo ts -_�a"ss 8"55 8^ss 8^ss 8^Ss a°ss a^ss a^ss (/1 i 107+00 LL APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE 0797 m THEIR CONTINUED FUNCTIONING.105+00 SW 97TH AVENUE+oo � 6. THE ESPCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A WEEK OR WITHIN THE 24 HOURS w ? Z� FOLLOWING A STORM EVENT. z N 00034'45" E J DIGITALLY SIGNED OREGON BASIS OF BEARINGS PER OCRS, PORTLAND ZONE / Q M j�___ �� �o7 [M]—� Q� [M]_ EXPIRATION DATE: 9/31/19 [M] I [wl [wl [W] [w] [w1 [w] [w] [w] [W] [W] - - Iwl [w]- - [Wl SHEET LEGEND Off` coo x m �O� `SOS PROPERTY LINE Z 0 Oy G1 (4g) - - EX. CONTOUR MINOR -(50)- - EX. CONTOUR MAJOR ® ■ ■ ■ 1 49 PROP. CONTOUR MINOR 50 PROP. CONTOUR MAJOR I / EXTENT OF WORK STRAW WATTLE «, PLAN - SW 97TH AVENUE SCALE: 1" = 10' Z INLET PROTECTION C62 V L .�`► SURFACE FLOW DIRECTION 'F") __— nHo LTJ Q _-- ___- n"o ----- nHO u BIO BAG IN GUTTER nHo O - �— _ nHo �� nHo �� nHo T nHO - n"o O n"o � nH0 n"o - 0 I 0 CV 1H0 nHo --- O O ~ s 8"55 108+40401"SS - a"ss v♦ �j L 7< 108+00 „s __ __ ____ • — LU _ SW 97TH AVENUE > I 5 N aS m I ss„8- - > Q 55.8— Q O r-- U Q �� - CD LU 'Zco co O •� 3 J � I Xz `a � Ootn LU Q LLJ Cf) At z ° O _ Z 00 Q W 71Y lqjffm r m D 111 SW Fifth Ave., Suite 2500 m Cn m I Portland,OR 97204 O: 503.227.3251 F: 503.274.4681 \' I www.koff.com CL o ) � W T PLAN - SW 97TH AVENUE SCALE: 1” = 10' C-6 U) o "' 003 k e y p l a n z %o W 2i LLJCO CO JOB No.: O /N 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. DESIGNED BY: J.ADAMS phase BID & PERMIT PUBLIC DRAWN BY: R. CADUA LPLANS ALITY MIDDLE SCHOOL SCALE z1 INCH = 10 FEET CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON N 111 SW Fifth Ave.,Suite 2500 U 0 0 10 20 Portland,OR 97204 PLOT DATE: 2/7/19 8:31am C692 date FEBRUARY 8, 2019 O:503.227.3251 j n lcpff F: www.k ff.com81 PLOTTED BY: r�dua SHEET OF revisions EROSION AND SEDIMENT CONTROL PLAN 20 28 I N DWG NAME: C6.1-ESCP.dwg RECORD NO. 0 N REVISION DATE DESCRIPTION BY TAB NAME: C6.2 1600329 J 0_ 0 Q U U) J Q project # 16055 N PUBLIC FACILITY Cn CD IMPROVEMENT PERMIT a1 PLANS 00 M� 66U C8m19 oz NW tiJ CLL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR 1� BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . (000-� wm J I SHEET NOTES I B I / r 1, APPROVAL OF THIS EROSION SEDIMENT AND POLLUTION CONTROL PLAN 1 N I (ESPCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, T — — RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). �— T -_� 2. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, Dull Olson Weekes - IBI Group W FO ��-- T T — T T T T — MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESPCP Architects, Inc. TR _�\F9 u FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL rs_ FO ALL CONSTRUCTION IS COMPLETED AND APPROVED, 4 Fo VEGETATION/LANDSCAPING IS ESTABLISHED. FO __ FO Fo Fc 3. THE ESPCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 907 SW Stark Street Portland OR 97205 USA ,—p„ -- Ss - FO —� FO FO — FO --iFo FO FO FO FO FO CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND W SUCH tel 503 226 6950 fax 503 273 9192 A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER www.dowa-ibigroup.com www.ibigroup.com —4"ss -4^ss -4^ss S DO NOT ENTER THE DRAINAGE SYSTEM ROADWAYS OR VIOLATE a a"ss s„ss N APPLICABLE WATER STANDARDS. e ss 8„ss 8„5S y 4. THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM a ss 8„ss REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE a°ss $„ss CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED AS 6"ss s„ss NEEDED FOR UNEXPECTED STORM EVENTS, AND TO ENSURE THAT J I ass _ SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. 8„� `l SW INEZ STREET _ — — 5. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BY THE 9 THEIRAPPLICANT/CONTRACTOR AND CONTINUUED FUNCTIONING. AS NECESSARY TO ENSURE 07r970%1PE 6. THE ESPCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED ANDMAINTAINED A MINIMUM OF ONCE A WEEK OR WITHIN THE 24 HOURS > <) FOLLOWING A STORM EVENT. DIGITALLY SIGNED \ W W W W W - W W W W W W W W W W W — A JU7 10, 1��1 O ° ° ° EXPIRATION DATE: 12/31/19 d 2111 N a < a ° — — — — — — SHEET LEGEND ii D11; . . . ° d \ .�� `- — — — — — — — — — — — PROPERTY LINE . . . . . . \ � . ° 4 ° d d ° 4a a o 11 EX. CONTOUR MINOR ° ° d d 4 ` - - - 0 511 6 1 — — — — -(50)— — — — — EX. CONTOUR MAJOR \� �� i n d a I N s � 4 49 PROP. CONTOUR MINOR 611 50 PROP. CONTOUR MAJOR 11 • `F EXTENT OF WORK V� 1, 1C. STRAW WATTLE 6.2 PLAN - SW INEZ STREET SCALE: 1” = 10' ® INLET PROTECTION 2 }+ c6.z O \�\ �,�� - .�"► SURFACE FLOW DIRECTION }� BIO BAG IN GUTTER i5 6 � W p U r- ry v o OT 14 LOT 1 - - - - ° - - - - IOUaS - - - - - ._ > CD Q rn 00 co co 260 RI N - - - - - - - 0) Lor) 0 0 W GATEc� — ISS Lf) INt O / H Z W W — — — — — — — — — — — — — — — — O I<Pff Of a 111 SW Fifth 5 d,Ave.,9204 m 0: 503.227.3251 d • F: 503.274.4681 0 www. p .mm O 0- 0- <Q o � I � a PLAN - SW 92ND AVENUE PATH w m SCALE: 1” = 10' I CD ° E U N i 0 I— 0oj k e y p l a n z %o W � 0LL] cl� 61 JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. Q\ DESIGNED BY: ADAMS phase BID & PERMIT > O /N PUBLIC FACILITY IMPROVEMENT PLANS DRAWN BY: R. CADUA SCALE 1 INCH 10 FEET TWALITY MIDDLE SCHOOL a = z 111 SW Fifth Ave.,Suite 2500 CHECKED BY: P. DEDYO U 10 0 10 20 PLOT DATE: CITY OF TIGARD OREGON Portland,OR 97204 C6 * 3 date FEBRUARY 8, 2019 J 0:503.227.3251 2/7/19 8:31am m 1TffF: 503.224.4681 PLOTTED BY: rcadua SHEET OF reVISIOtIS M www.kpff.com EROSION AND SEDIMENT CONTROL PLAN z1 2a N DWG NAME: C6.1-ESCP.dwg RECORD NO. a REVISION DATE DESCRIPTION BY TAB NAME: C6.3 1600329 J d a U) J Q project # 16055 N PUBLIC FACILITY co CD CD IMPROVEMENT PERMIT Q� PLANS NO Mai_ �U C8m2O CD N Ljj C14 PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . wm J 0 MAY BE USED SHORT n O TERM W/ UTILITY WORK � rn I I AND W/ PHASING OF „ A z e I I DEVELOPMENT ® WOOD STAKE 1 Dull Olson Weekes - IBI Group (TYP.) 1► Architects, Inc. A z t r 907 SW Stark Street Portland OR 97205 USA ADJACENT ROLLS tel 503 226 6950 fax 503 273 9192 A 'S O� SHALL TIGHTLY www.dowa-ibigroup.com www.ibigroup.com ABUT �`rF� O L 1-0 LAYOUT °�c LAYOUT AT CATCH BASIN LAYOUT AT AREA DRAIN J PLAN VIEW 1 ° 02117,19 WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8"-10" DIA.) 07'9701 PROFFssi rINBED WATTLE 3"± INTO I rr �F9 oy��EXISTING GROUND SURFACE PE TO PROVIDE CUTOFF -�-•-� � DIGITALLY SIGNED EXISTING SLOPE OREGON FLOW / FLOW SECTION 'A' DITCH BOTTOM NOTES: EXPIRATION DATE: 12/303 O 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. PLAN 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5' MIN - 25' MAX.) SECTION 'A' 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. BIO-FILTER BAG AT INLETS STRAW WATTLE ON SLOPE 3 SCALE: NTS SCALE: NTS U N 2 EACH FOAM Q DUMP STRAP 0 0 EXPANSION RESTRAINT Q N (Ya" NYLON ROPE, 0 U N 2" FLAT WASHERS) �� O O 72 DUMP STRAP co CIO O coH- 1" REBAR FOR BAG BAG DETAIL -a > =3 REMOVAL FROM INLET Q O r-- Lo O m ` Q ce) co -o REGULAR FLOW (Q O SILTSACKO DUMP STRAP CD w CD O L0 �Fp z L a ° W (D e ��� Pf ♦ • d._ 4♦ A. U <Fiyc `° ♦ 111 SW Fifth Ave., Suite 2500 T/y\ ° �„ ° ♦ ° ° Portland,OR 97204 m �� - � 0: 503.227.3251 a °d" ° .♦ F: 503.274.4681 ° 4 www.koff.com Q ♦ OJ ♦, D °. . n . D d ♦� CD < ♦.° \ ♦ ° ...♦. p C NOTE: In 0 1. DO NOT USE HIGH U FLOW INSERT BAGS. Cn W 3 m `6 N E INLET SEDIMENT PROTECTION U N rn o a SCALE: NTS k e y p l a n z %o W o rn JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. W N� phase BID & PERMIT O �N DESIGNED BY: J ADAMS PUBLIC FACILITY IMPROVEMENT PLANS DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL • 111 SW F fth Ave.,suite zsoo CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON o Portland,OR 97204 2/7/19 9:19am C64 date FEBRUARY 8, 2019 0:503.227.3251 PLOT DATE: J E 1q)ffF: 503.224.4681 PLOTTED BY: rcadua SHEET OF revisions C0 a www.koff.com EROSION AND SEDIMENT CONTROL DETAILS 22 28 N to DWG NAME: C6.1-ESCP.dwg RECORD NO. ~ a REVISION DATE DESCRIPTION BY TAB NAME: C6.4 1600329 O J d Q U U) H J project # 16055 PUBLIC FACILITY CV co CD IMPROVEMENT PERMIT Q1 PLANS CD O CV �U C8m21 oZ N Ljj CN a l 1 a W N — — T r w w T T r r TR FO s•• FO �_ EVLT Z SS FO �� FO FO FO FO FOS FO FO FO FO FO 0� I Z I �� —4.,55 1 II �'`� NO�rl� 8��55 12"SD I2S MPH / _ �S/ 8"55—� 8 S$ —� N � 2D I 8„55 �_ 8 SS _ 8"S$ 8"S9 PAR EL3 tel) H C� — — 8 5S �S� 8"SS "SS �I G SW INEZ STREET N 14 13 _ � .(� SS \5� I _ _ \ W W W W w W N W W W W W W J 24" 3542 LOT L4 I Prot Exist. Tree _ ,HC a GATE ' 21" OHU / — — CR j 2 16, 12 91 N o 6 538 ` �$ 2$ 4".��� ---c 18" 6 6" 6 c�0 N I �� -`' 2 544 W-T �j EA HEN PAH I I B I VN o o g x353 x3199 N L `� •LO�ry`1 g0 8 2) cow �� ? 2>A ?�3 M 7 4 `� 7r.a 9 9 ��s ?, I I RECEIVED 2s "7 Dull Olson Weekes - IBI Group 0 19 � I I FEB 14 2019 Architects, Inc. CITY OF ARD in & BUILDING DI VIS ON 907 SW Stark Street Portland OR 97205 USA M )e5 I tel 503 226 6950 fax 503 273 9192 3 I i x3548 www.dowa-ibigroup.com www.ibigroup.com 5 34X292 t 30 3 JC f' ill a&C a'.30 I II I II I I 9 i %A32 x293 N I ° 3 I )d" 1 • • iz&s1 r.x 3 \ LOT 21 LOT 2O 18J7SPN II / 10" OREGON X3530 (�07 )e Q vC s5 y9ryo.�o' 5 I I �O5 X293 276 I J 9PE Ag WI x352 JC d-& ASN LU o rn I 209 -• 203 7&rsro 2je 5 ov Ili 211 201 W o. L" 3 I 49 (:e ds W 0 JC z ImW II = Z ill �3a ' 87 I a r m3 II LL I � ,h o x3189LA `V x414 13 ezona 3 9 18 0 3 I 389 05" l x414 ti�'=- U m.x3 M izz M 4145 X l 1�y80c,',umze 391 �$ \ a0 3 0 25' 25' I �2t 399 (9 3930 O 3 4143 I -zr U N _ x1 s O C-4 c, I a1 97 I O rn O ..� �+ ) ' x e�3I v 16 o 3 1-1aq95y }, - 419 ca co O x41 .= �� Q O ti ` O O 087 090 ti I ♦` O N I 4 0 33 ^ k;) � {lv�] L M M 157 85 34 P RKIX LO Lo O O 4189 092 I r 10 SS —M ss� s: 3 0x415 @35 I k k B ° 302N MATCHLINE SEE SHEET 1-1.2 I L A N D S C A P E A R C H I T E C T U R E N m I N 416 ^T1' I , 12562 SW Main Street 3s `� Tigard,Oregon 97223 rDP 12" l X 37 ry 1 503.224.5238 nick®atlasla.cam Tree Protection Legend Tree Protection Notes: Existing Trees to be Removed A. No changes shall be made to any aspect of the approved urban forestry plan without written consent of the project landscape architect and city arborist. 1813 (with tree re number) B. Tree protection shall be installed prior to any ground disturbance work. C. No person may conduct any activity within the protected area of any tree designated to reman, including, but not limited to, parking equipment, placing *11 1 1/4"top and bottom rails solvents, storing building materials and soil deposits, and concrete washout. 8' max. post spacin D. No person shall attach any object to any tree designated for preservation. 181 2" mesh chain link fabric E. The contractor: X 2" post 1. shall erect and maintain readily visible tree protection fencing along the outer edge and completely surrounding the protected area of all protected trees or k e y p I a n attach fabric to posts with heavy gauge wire as shown.fences shall be constructed of 5 foot tall chain link fabric secured to eight foot tall metal posts. posts shall not be placed further than 8 feet o.c. Existing Trees To Remain Use fence panels in paved areas and fabric 2. as be required to cover with mulch to a depth of at least six 6 inches, or with I p p Bid & Permit `p) ���—�C (with tree ID number) 5' min. P P y q p ( ) � plywood or similar material over the root zone of a tree in order to protect base attached to steel stakes in unpaved areas roots from damage caused by heavy equipment. c�3 3. shall prohibit excavation or compacting of earth or other potentially activities within the tree protection zone N Conc. post support blocks in paved areas 4. may be required to minimize root damage by excavation of a two (2)feet deep trench, at the edge of the tree protection zone, to cleanly sever the roots of 1813 trees to be retained. date February 8, 2019 Tree Protection Fence 5. may be required to have corrective pruning performed on preserved trees in order to avoid damage from machinery or building activity. --� 6. may be required to maintain trees throughout construction period by watering and fertilizing. Finish grade 7. shall maintain the tree protection fencing in place until the project arborist and city arborist authorizes removal. reVISIOnS Z8. shall ensure that any landscaping done in the tree protection zone subsequent to the removal of the barriers shall be accomplished with light machinery or W handlabor. Tree Protection Fencing F. The grade shall not be elevated or reduced within the tree protection zone without the project arborist's authorization. the project arborist may allow coverage of up to one half of the area of the tree's root zone with light soils (no clay)to the minimum depth necessary to carry out grading or landscaping plans, if it Will J not imperil the survival of the tree. aeration devices may be required to ensure the tree's survival.. 3 X X G. If the grade adjacent to a preserved tree is raised such that it could slough or erode into the tree protection zone, it shall be permanently stabilized to prevent H suffocation of the roots. L0 H. An impervious surface shall not be installed within the tree protection zone of any tree to be preserved without the authorization of the project arborist. the LO project arborist may require specific construction methods and/or use of aeration devices to ensure the tree's survival and to minimize the potential for root cfl induced damage to the impervious surface. N I. To the greatest extent practical, utluty trenches shall be located outside of the tree protection zone of trees to be preserved. the project arborist may require that utilities be tunneled under the roots of trees to be preserved if the project arborist determines that trenching would significantly reduce the chances of the a) tree's survival. project# 16055 J. Directional felling: directional felling of trees shall be used to avoid daioiage to trees designated for preservation. 0 K. Additionial requirements: the project arborist may require additioinal tree preservation measures which are consistent with tree care industry standards. 0 Tree Protection Plan Co a � LO U 00 NEW In U uci 0 10 20 50 FEET L 1 r-_ Cn C N � L_ inU 10 0 M 55 —p 550 S i 3 O X415 35 " MATCHLINE SEE SHEET L1.1 BR o 302 lJ N I I N 416 e' TOP 35 12" X N 418 37 HC T 3 416 e ;6 r�4,847 BO 301 145 oro) N R I h416 078 1843 3 rn X � X39 IKE ^� °ti c E �fm�ll«'1 L N 841 I cicv 3 X4 85 � a 416 � N rn Dull Olson Weekes - IBI Group c 6"' 1 `� Architects, Inc. 3 0I TE LETON N N / y° i I 907 SW Stark Street Portland OR 97205 USA TR /// ° tel503 226 6950 fax 503 273 9192 171 www.d.dowa-wa-ibigroup.com www.ibigroup.co.com ,9 O o ' 0=1 A° N N m o o ICV ARK 0.1 it 10" # / 4� 9 v rd W I W417010 017 _ LSON pr > I OREGON ' 3 81 u') �qpT xQ yo 53 J NO PARK 177 / ' I W I Ln I 6" (!! w TR 3f X 51 = TR CV <n I C, TELVLLU V T r1� _ S4W9 O � ro O ILU W 12 I " z6 N ao 41 o'FH I O IC 74 LD 3 N oCO I a o l 3= z5 o BALL FIELD I }� N 4 \94 a LO v o N = 1 /lye 3 N O GOAL POST.26 Q / \ Co 1 N _ IG] [G]� [GI — [Gl OICV I O 0 I V ti G G X494 bO \�G I O G = p U 04 V O k733 A Cn STOP NI GATE I A• ca n V/ a w ICV cua� R•So \i�2)s o N I I > 9 3� `D "� • Q O 33 I c Icv ti I— O S 1 33 '\S/ o= I RSO 6 � ' -;t r H, 3 I ( R so 31 335 m co a� 1 X4971 X4973 ICU U) / 73,s _� C:) O CO 3z rn o R so 15" 73 5 5 I O 855 N o 1 3 u \ / 7rS�3 19 I I— 3 P" / `� 1 M 4 a e �*73 0 4„ C14 NI `�� rn rorn �� 216 03 3„ 01 7 STREET TE PLETON VIL N E0 [w] ^ wry— [W [ 1 I IW] [w] (w] [Wl [wl w] [ ] I [w] [W] [w] Iw1 w 4 WI [W] [OHU Nu-�-- U OHU —4yaet��tm OHU -QO OHU OHU - \OHU 1 — E LL OHU 3 0 f�—A z1 �• 11" Lor 21 LOT 20 73 ` / \ / L A N o s c A P E A R C H I T E C T U R E MATCHLINE SEE SHEET L1.3 \ I � LOT 22 I I I 5"^ I 12562 SW Main Street \ I I I I Tigard,Oregon 97223 ' 503.224.5238 nick9atlasla.com Tree Protection Legend Tree Protection Notes: A. No changes shall be made to any aspect of the approved urban forestry plan without written consent of the project landscape architect and city arborist. Existing Trees to be Removed B. Tree protection shall be installed prior to any ground disturbance work. 1813 (with tree ID number) C. No person may conduct any activity within the protected area of any tree designated to reman, including, but not limited to, parking equipment, placing X-- 1 1/4"top and bottom rails solvents, storing building materials and soil deposits, and concrete washout. 8' max. post spavin D. No person shall attach any object to any tree designated for preservation. 181 :�� 2" mesh chain link fabric E. The contractor: X 2" post 1. shall erect and maintain readily visible tree protection fencing along the outer edge and completely surrounding the protected area of all protected trees or k e y p I a n attach fabric to posts with heavy gauge wire as shown.fences shall be constructed of 5 foot tall chain link fabric secured to eight foot tall metal posts. posts shall not be placed further than 8 feet o.c. Existing Trees To Remain apart. Use fence panels in paved areas and fabric 2. may be required to cover with mulch to a depth of at least six(6) inches, or with plywood or similar material over the root zone of a tree in order to protect phase Bid & Permit a1 with tree ID number) 5' min. attached to steel stakes in unpaved areas roots from damage caused by heavy equipment. v3. shall prohibit excavation or compacting of earth or other potentially activities within the tree protection zone N Cone. post support blocks in paved areas 4. may be required to minimize root damage by excavation of a two (2)feet deep trench, at the edge of the tree protection zone, to cleanly sever the roots of _0 1813 trees to be retained. date February 8 2019 Tree Protection Fence 5. may be required to have corrective pruning performed on preserved trees in order to avoid damage from machinery or building activity, 6. may be required to maintain trees throughout construction period by watering and fertilizing. revisions Finish grade 7. shall maintain the tree protection fencing in place until the project arborist and city arborist authorizes removal. Z8. shall ensure that any landscaping done in the tree protection zone subsequent to the removal of the barriers shall be accomplished with light machinery or W hand labor. 0 Tree Protection Fencing F. The grade shall not be elevated or reduced within the tree protection zone without the project arborist's authorization. the project arborist may allow coverage of up to one half of the area of the tree's root zone with light soils (no clay)to the minimum depth necessary to carry out grading or landscaping plans, if it Will not imperil the survival of the tree. aeration devices may be required to ensure the tree's survival.. CU X 3 )i X G. If the grade adjacent to a preserved tree is raised such that it could slough or erode into the tree protection zone, it shall be permanently stabilized to prevent 17 suffocation of the roots. L0 H. An impervious surface shall not be installed within the tree protection zone of any tree to be preserved without the authorization of the project arborist. the O project arborist may require specific construction methods and/or use of aeration devices to ensure the tree's survival and to minimize the potential for root (fl induced damage to the impervious surface. U) I. To the greatest extent practical, utluty trenches shall be located outside of the tree protection zone of trees to be preserved. the project arborist may require c that utilities be tunneled under the roots of trees to be preserved if the project arborist determines that trenching would significantly reduce the chances of the aD tree's survival. project # 16055 J. Directional felling: directional felling of trees shall be used to avoid daioiage to trees designated for preservation. o K. Additionial requirements: the project arborist may require additioinal tree preservation measures which are consistent with tree care industry standards. Tree Protection Plan � m a � In U U coLl Eii 0 10 20 50 FEET 2 E2 ■ O Cn N LO inU cid3 v Deci [ IWI Iw7 Iwl I v C e� 0 O U OHU OHU LL 21 MATCHLINE SEE SHEET L1.2 e" (��� •—ff'S5 ♦•SS_ _5• 15. .8155 $„ `8'5S`. .SS` 5% 27 Al NO PARK GATE I [SDI —[SDI —[SDI —[SDI FIRE LANE, SDI [SD] ISDf� _�I�l_ ISDI [SDI _ rent tom] [5 ISD e GENERATOR HB RD �B-� — '° rtaO G O 1B JB E 'LSO _ _° — — — _ N Ai RD .J' . e• .:e', l`�I I I d r '°d. a el r IA B c a. °. . — _J e. e ^6� Dull Olson Weekes - IBI Group -74 a ' �j. ?•. • 'e... `G, �H I I <° • ° Architects, Inc. $„ D' Z I • ° 907 SW Stark Street Portland OR 97205 USA 16"O � \ 1 e tel 503 226 6950 fax 503 273 9192 Al `eN 3 www.dowa-ibigroup.com www.ibigroup.com w> 811 o B °e 1-2 PLAY STRUCTURE AREA tea{ T •°•^� - L-_ e':1' j n• ° 41 I a•CD <O r, !! ``` \•r! 'e a , e e, G ._e• ,. .' as 2 • • • NO - • PAR 012" \ RD1 .Z 5" // .f . .e �1lLhlJ1\ e a\ ° � ♦ 'e �T ICV / e .e '� '° a IJJ J a a = I L J I �— IWl HB ! �oIQQ a O ! ° °a a � a a e ' � •a r IW W63 52 'Q e 'e:• ti o /��Q I t e 0 24" a � lI/ a • \\ ° a .N • ♦ • 43 � / r a (S LOT 19 .e RD ° �R-' ! at _ r ! a a [w] [W] I ] [W] [WI �[v✓1 �' .•50 ° to 54 ry�\ // / ° r , < e • < ,a,• ti. ///rr f" • •e ° a r 2 e. / ! .aCn ° ` \ ,. // ° • are41 _ r. a \ \ 'a / ' a e 4. a. 2 - I Ip •.a �� / / .a O CV Zee \ ! i :e ° ♦a. < ° `-/ ' O e JF] 2e \ \ �/ / � '♦ ♦ ♦ ICU •a: il- ^+ co a . e..e ' F ° °e � • a •° ¢• .a_ ° _ �, .a ° e _• • ° Q C7 ti ` ° — — 4: C7 • °� ° ° ° °1 �° � C) LOT 18 - a, a .-, ti Cr e a r Ell 1 .1. 111 - . a.. ° ' iO M b 11 : 1 11 CO LO to 7,. .'a. a �® e• ' rr e L A N D S C A PE ® e . A R C H I T E C T U R E GATE : - 0 0 12562 SW E O ct Tigard,Oregon 972231 A 503.224.5238 nick•atlaS-Ia.Cala Tree Protection Legend Tree Protection Notes: A. No changes shall be made to any aspect of the approved urban forestry plan without written consent of the project landscape architect and city arborist. Existing Trees to be Removed B. Tree protection shall be installed prior to any ground disturbance work. 1813 (with tree ID number) C. No person may conduct any activity within the protected area of any tree designated to reman, including, but not limited to, parking equipment, placing 1 1/4"top and bottom rails solvents, storing building materials and soil deposits, and concrete washout. 8' max. post spacin D. No person shall attach any object to any tree designated for preservation. 181 2" mesh chain link fabric E. The contractor: X 2" post 1. shall erect and maintain readily visible tree protection fencing along the outer edge and completely surrounding the protected area of all protected trees or k e y p I a n 41 attach fabric to posts with heavy gauge wire as shown.fences shall be constructed of 5 foot tall chain link fabric secured to eight foot tall metal posts. posts shall not be placed further than 8 feet o.c. apart. Existing Trees To Remain Use fence panels in paved areas and fabric 2. may be required to cover with mulch to a depth of at least six 6 Inches, or with I protect phase Bid & Permit m —�t—�—�—x t p p y q p ( )" plywood or similar material over the root zone of a tree in order to with tree ID number rn ( ) 5 min. attached to steel stakes in unpaved areas roots from damage caused by heavy equipment. Cd 3. shall prohibit excavation or compacting of earth or other potentially activities within the tree protection zone Conc. post support blocks in paved areas 4. may be required to minimize root damage by excavation of a two (2)feet deep trench, at the edge of the tree protection zone, to cleanly sever the roots of 1813 trees to be retained. date February 8, 2019 �I Tree Protection Fence 5. may be required to have corrective pruning performed on preserved trees in order to avoid damage from machinery or building activity. 6. may be required to maintain trees throughout construction period by watering and fertilizing. revisions Finish grade 7. shall maintain the tree protection fencing in place until the project arborist and city arborist authorizes removal. 8. shall ensure that any landscaping done in the tree protection zone subsequent to the removal of the barriers shall be accomplished with light machinery or Z hand labor. UTree Protection Fencing F. The grade shall not be elevated or reduced within the tree protection zone without the project arborist's authorization. the project arborist may allow coverage of up to one half of the area of the tree's root zone with light soils (no clay)to the minimum depth necessary to carry out grading or landscaping plans, if Mill not imperil the survival of the tree. aeration devices may be required to ensure the tree's survival.. 3 % KJ G. If the grade adjacent to a preserved tree is raised such that it could slough or erode into the tree protection zone, it shall be permanently stabilized to prevent suffocation of the roots. Lr) H. An impervious surface shall not be installed within the tree protection zone of any tree to be preserved without the authorization of the project arborist. the o project arborist may require specific construction methods and/or use of aeration devices to ensure the tree's survival and to minimize the potential for root rp induced damage to the impervious surface. I. To the greatest extent practical, utluty trenches shall be located outside of the tree protection zone of trees to be preserved. the project arborist may require Cn a-° that utilities be tunneled under the roots of trees to be preserved if the project arborist determines that trenching would significantly reduce the chances of the aa) tree's survival. project # 16055 E J. Directional felling: directional felling of trees shall be used to avoid daioiage to trees designated for preservation. o K. Additionial requirements: the project arborist may require additioinal tree preservation measures which are consistent with tree care industry standards. RAN 77 Tree Protection Plan ca � CU � U to C6 a) 0 10 20 50 FEET r` Cn Ll m3 C:) N CV LO Ln U ----------- I I I I I I I I IBI L � Dull 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.com www.ibigroup.com II I OSS I I I I PGS I I I Q��o T 9 LOT 20 LOT 19 LOT 18 LOT 17 L 6 LOT 15 LOT 14 LOT 1 SON 10" GATE 040' GA GAT 44 — — _ _ _ GATE — — _ — - - ljOREGON D G r° r 275 60.,X 8.. 24" SHED I T J as L GATE N h n.m W W C14 275 � ,)ro 4„ W N W �I � � LOT 57 � W ry� BLEACHERS BENCH Z 9„ A 7 = ra UI 1s s 1`0 .5" .+ I ry^h C 26t* Q 2.. 5" Z it Z 1B - BASEB DIAMOND I fJ " o LOT 58 O w O p U C14 N o GOAL POST ICV O 0G GATE 16 co BALL FIELD c I _ _ ICV �/ 0 ti > aoti rZ ry�0 0 4„ 7 M co w � co lzt I:*- ^� _� — — I i IICV n/ Vol,fol, 3 Ln LLQ O LOT 59 ^� 1 1 I 0B" LANDSCAPE 4' MATCHLINE SEE SHEET L1.5 ""° A R C H I T E C T U R E i 12562 SIN Main Street O`I Tigard,Oregon 97223 r 503.224.5238 nick0atlas-la.cam Tree Protection Legend Tree Protection Notes: A. No changes shall be made to any aspect of the approved urban forestry plan without written consent of the project landscape architect and city arborist. Existing Trees to be Removed B. Tree protection shall be installed prior to any ground disturbance work. 1813 (with tree ID number) C. No person may conduct any activity within the protected area of any tree designated to reman, including, but not limited to, parking equipment, placing 1 1/4"top and bottom rails solvents, storing building materials and soil deposits, and concrete washout. 8' max. post spacin D. No person shall attach any object to any tree designated for preservation. 181 2" mesh chain link fabric E. The contractor: .r X 2" post 1. shall erect and maintain readily visible tree protection fencing along the outer edge and completely surrounding the protected area of all protected trees or k e y p I a n attach fabric to posts with heavy gauge wire as shown.fences shall be constructed of 5 foot tall chain link fabric secured to eight foot tall metal posts. posts shall not be placed further than 8 feet o.c. apart. ExistingTrees To Remain Use fence panels in paved areas and fabric 2. may be required to cover with mulch to a depth of at least six 6 Inches, or with I rn —� X�� (with tree ID number) 5' min. P P y q p ( )� plywood or similar material over the root zone of a tree in order to protect phase Bid & Permit attached to steel stakes in unpaved areas roots from damage caused by heavy equipment. U 3. shall prohibit excavation or compacting of earth or other potentially activities within the tree protection zone Conc. post support blocks in paved areas 4. may be required to minimize root damage by excavation of a two (2)feet deep trench, at the edge of the tree protection zone, to cleanly sever the roots of 1813 trees to be retained. date February 8, 2019 �I Tree Protection Fence 5. may be required to have corrective pruning performed on preserved trees in order to avoid damage from machinery or building activity. 11 1` 4111 6. may be required to maintain trees throughout construction period by watering and fertilizing. revisions Finish grade 7. shall maintain the tree protection fencing in place until the project arborist and city arborist authorizes removal. Z8. shall ensure that any landscaping done in the tree protection zone subsequent to the removal of the barriers shall be accomplished with light machinery or W handlabor. U Tree Protection Fencing F. The grade shall not be elevated or reduced within the tree protection zone without the project arborist's authorization. the project arborist may allow coverage >I of up to one half of the area of the tree's root zone with light soils (no clay)to the minimum depth necessary to carry out grading or landscaping plans, if it Will not imperil the survival of the tree. aeration devices may be required to ensure the tree's survival.. 3 X X G. If the grade adjacent to a preserved tree is raised such that it could slough or erode into the tree protection zone, it shall be permanently stabilized to prevent suffocation of the roots. LO H. An impervious surface shall not be installed within the tree protection zone of any tree to be preserved without the authorization of the project arborist. the LO project arborist may require specific construction methods and/or use of aeration devices to ensure the tree's survival and to minimize the potential for root induced damage to the impervious surface. N I. To the greatest extent practical, utluty trenches shall be located outside of the tree protection zone of trees to be preserved. the project arborist may require that utilities be tunneled under the roots of trees to be preserved if the project arborist determines that trenching would significantly reduce the chances of the tree's survival. project # 16055 J. Directional felling: directional felling of trees shall be used to avoid daioiage to trees designated for preservation. 0 K. Additionial requirements: the project arborist may require additioinal tree preservation measures which are consistent with tree care industry standards. 0 Tree Protection Plan Co � CD U LPa �� Ljn0 10 20 50 FEET Ll m4 r1 L CnCn N 3 inU ti MATCHLINE SEE SHEET 1-1.4 O ICV 6" Q\ ICV 0 2" ICV LOT 60 v I IBI ALL FIELD 1 1 fr6 Dull Olson Weekes - IBI Group T Architects, Inc. OICV f ryfpry 36" 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.00m www.ibigroup.com ry�� 26" Icv v I u ^� 34" ry Nry�0 28" jOR4EG:ON/16" w N � I �� �v.JN 38" W WI r W Z J I 28" (00 SCOREBOARD 0I N G I 8" L CV C LOT 62 o v 6" z w I U w U_ - 030" •� 1 c_n GATE 12" - BASEBALL DIAMOND I ry � 42 O N4 N ti m S $" N _ _ O 63 O }+ CU 4" � M F- 0 — I � � aS / ._ > OICV ¢ O r-- a BEN aL� �y5 r'rno CC) � 1k i«°/ \ 6`� BLEACHER / p M M 8' 03" O O APPROXIMATE LOCATION Sy _ g33" OF SANITARY SEWER LINE SHED / DF to N '� {e� PER AS-BUILTS 6 ~ H to 7 9..�1Q1 MATCHLINE SEE SHEET L1.3 0 g'ss / GATE �a'•J - 8"�- - "�— — 'siMMIMIF—Illlllllllllllllr�ss� � M"s���� �a"5� s` Wss R"ss E"s — a"ss 8L 'ss s. J YIIIIIIIII� /r PARCEL 2 L A N D S C A P E A R C H IT E C T U RE O / / 12562 SW on Street qg Tigard,Oregon 97223 503.224.5238 -- — --- __ _.— nic atlas-B.Com Tree Protection Legend Tree Protection Notes: Existing Trees to be Removed A. No changes shall be made to any aspect of the approved urban forestry plan without written consent of the project landscape architect and city arborist. B. Tree protection shall be installed prior to any ground disturbance work. 1813 (with tree ID number) C. No person may conduct any activity within the protected area of any tree designated to reman, including, but not limited to, parking equipment, placing 1 1/4"top and bottom rails solvents, storing building materials and soil deposits, and concrete washout. 8' max. post spacin D. No person shall attach any object to any tree designated for preservation. 181 2" mesh chain link fabric E. The contractor: x 2" post 1. shall erect and maintain readily visible tree protection fencing along the outer edge and completely surrounding the protected area of all protected trees or k e y p I a In attach fabric to posts with heavy gauge wire as shown. fences shall be constructed of 5 foot tall chain link fabric secured to eight foot tall metal posts. posts shall not be placed further than 8 feet o.c. apart. m Existing Trees To Remain p p 2. may be required to cover with mulch to a depth of at least six 6 Inches, or with plywood or similar material over the root zone of a tree in order to protect phase Bid & Permit Use fence panels in paved areas and fabric 0) X (with tree ID number) 5' min. y q P ( ) p attached to steel stakes in unpaved areas roots from damage caused by heavy equipment. 3. shall prohibit excavation or compacting of earth or other potentially activities within the tree protection zone Conc. post support blocks in paved areas 4. may be required to minimize root damage by excavation of a two (2)feet deep trench, at the edge of the tree protection zone, to cleanly sever the roots of 1813 trees to be retained. date February 8, 2019 �l Tree Protection Fence 5. may be required to have corrective pruning performed on preserved trees in order to avoid damage from machinery or building activity. 6. may be required to maintain trees throughout construction period by watering and fertilizing. Finish grade 7. shall maintain the tree protection fencing in place until the project arborist and city arborist authorizes removal. rev lSlOnS 8. shall ensure that an landscaping done in the tree protection zone subsequent to the removal of the barriers shall be accomplished with light machine or Z Y P 9 P q P� 9 �' W hand labor. Tree Protection Fencing F. The grade shall not be elevated or reduced within the tree protection zone without the project arborist's authorization.the project arborist may allow coverage of up to one half of the area of the tree's root zone with light soils (no clay)to the minimum depth necessary to carry out grading or landscaping plans, if it Will J not imperil the survival of the tree. aeration devices may be required to ensure the tree's survival.. )rte— G. If the grade adjacent to a preserved tree is raised such that it could slough or erode into the tree protection zone, it shall be permanently stabilized to prevent f— suffocation of the roots. LLO O H. An impervious surface shall not be installed within the tree protection zone of any tree to be preserved without the authorization of the project arborist. the project arborist may require specific construction methods and/or use of aeration devices to ensure the tree's survival and to minimize the potential for root induced damage to the impervious surface. En I. To the greatest extent practical, utluty trenches shall be located outside of the tree protection zone of trees to be preserved. the project arborist may require that utilities be tunneled under the roots of trees to be preserved if the project arborist determines that trenching would significantly reduce the chances of the 0 tree's survival. project # 16055 J. Directional felling: directional felling of trees shall be used to avoid daioiage to trees designated for preservation. U 00 K. Additionial requirements: the project arborist may require additioinal tree preservation measures which are consistent with tree care industry standards. � Tree Protection Plan Co In U LP) U CD 0 10 20 50 FEET Ll 0 0 CV rn , 11 Cn! inU I I \ II a / I w TR �_ FO � T T T T T T T T N ZQJ\- f0 ., FO EVLT 12 44 I O� I Z I �j / FO FO FO FO FO FO FO FO FO y f0 H / Z �� I -4"55 5 �n I° $"ss 8„SS s ss lr'so 8„ts _ PAR EL3 z G" I ET �S� 8"SS "SS T 0 13 e: , _ '- ���P SW INEZ STREET N 14 g'ss 'S - - - w w w W w w w w w w w w - LOT 1 N 133,098.47 N 133,099.5 HC E 321 4 . 0 321,483.76 OHU O y i GATE - N 133,081.2 3,081.87 �� I I LJ I E 1 87 �x a •° EA HEN PA H - Dull Olson Weekes - IBI Group I I I I Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com I . I E D 8 1 2, 9. 8 • • • LOT 21 LOT zo SON 2 OREGON ' C C C C C 2 c C c C C c C C C C C C C I I I ,'S , , , II / a IJ PEAR o off 00 ° / N 132, 8. r. Iawz} ! s,. ❑ a. I W Z i W a UJ S;4n / I U) 8 a � I / / Q " Z N i Q { a L, Z i / / � . P O .'A t't_ L. 8J U) i zs' zs' I ( 11-� N 1382.09 0 1,908.22 - / / I 0 o N i co =3 QOr-- 3 M 5 _ Co C/1 I � CD M O O C9 LCA LCA 0 o i s 'Ss to s; 3 0 0 / / \ �•�, ti EM BR ° - - MATCHLINE SEE SHEET L2.2 , L A N D s C A P E ARCHITECTURE 12562 SW Main Street TOP 12"S Tigard,Oregon 97223 k_ 503.224.5238 ---- nick@atlas-la.com Key Notes: Chain Link Gate Schedule Site Plan Notes: Ol Concrete Seat/Retaining Wall, 1/1-6.1 Materials Site Furnishings 2 O Concrete Seat/Retaining Wall, see civil, arch. &struct. No. Opening Height Slats Swing- Hardware- I. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Concrete Paving, 6/1-6.1, 11/1-6.2 1. 20' 6' Yes 1200 � (2), no center post Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR Control Joint(tooled -typ. sym.) o Concrete Seatwall, 1/1-6.1 3 x Concrete Stairs (X= Risers), 3/1-6.1 2. 12' 6' Yes 900 952-001-0090. You may obtain copies of the rules by calling the center. (Note: the II I I I Bike Racks(5 showncapacity 10 bikes) 1/1-6.2 ® Concrete Ramp (>5% )w/Handrails, 9/1-6.1 3. 6' 4' No 900 telephone number for the Oregon Utility Notification Center is (503)232-1987). Fine Aggregate Surfacing, 5/1-6.2 , , 4. 4' 6' Yes 180 2. Topsoil is required in all planting areas. See specifications. Additional topsoil depth of Concrete Mow Curb, 12/1-6.1 3' is required in selected areas to support trees according to City of Tigard Urban O 1- 13/ ,Area Curb6.1 Play Concrete Plak e I y Bollard, Decorative or Utility, see plan 1. Industrial maleable iron butt hinge with 180° adapter as required. Forestry standards. See plan for location. Refer to detail 12/1-6.3 and specifications for Y F a n © Wood Fiber Play Surfacing,4/1-6.2 ;I 2. All gates: Strong ArmTM Commercial Gate Latch, or roved,with min '- 0 hole for other requirements. Coordinate with other trades to avoid impacts to utilities and c I' �o- Chain Link Fence, 15/1-6.1 g 9 PP 2° q p „, „I „i `� O7 Concrete Play Area ADA Ramp, 14/1-6.1 padlock. undermining of curbs, pavements and footings. V Gate, X indicates gate number, see gate schedule TM phase Bid & Permit 0) g Chain Link Guardrail,6/1-6.2 3. Provide No Dig holdback or approved equal. C6 Rubber Play Surfacing, 3/1-6.2 O 0 4. See details 10 & 11 /L6.1 0 g x' Chain Link Fence (X= Height), 15/1-6.1 Topsoil 3' Depth, 12/1-6.3 10 x' Chain Link Fence with Slats (X= Height), 15/1-6.1 �l (see Site Plan Note 2.) 11 x Layout Bike Racks (X =Quanfity), 1/1-6.2 date February 8, 2019 Lt Legend: 12 Flagpole, (existing to remain) revisions Horizontal control points are based on the project Boundary and Topographic Survey Z 13 Basketball post system and key striping, 8/1-6.2 prepared b KPFF for Twali Middle School &Templeton Elements School, dated u.l P Y tV p Elementary U 14 Decorative Removable Bollard, per specs. March 16, 2017. The basis of bearings for the survey is the Oregon Coordinate Reference_ 15 x Fixed Utility Bollard, (X=Quantity), 2/1-6.2 System (OCRs), Portland Zone. The resultant bearings of the centerline of SW 97th Install Skate Deterrents on wall per specifications 3 16 P P Avenue, is NORTH 0003445" EAST. H O 17 Existing paving to to Existing retaining wall N 133,954.92 C) 18 + E 325,423.00 Layout Point: Indicates distance in feet north (N) and east 19 Play Structure (by others) co (E) from survey origin. 20 Install Curb, 7/1-6.2 - Indicates centerline E project # 16055 U / 190' Indicates radius 0 0Note: layout points shown on centerlines are tangent Landscape Site Plan c rnpoints, end points or changes in direction. When no radius Ln is given, centerline segment is a straight line. � U co 0 0 10 20 50 FEET L2ml r-_i O N CN Ln U5 U C e 10 % SS 8'SSo `5 3 o •o / / '•B e \ w MATCHLINE SEE SHEET L2.1 a ao TOP 12"5 i / ,° n• I a I \ \ \ X N 3 I IKE °o E I 1 ` I °ICV 2 1 B N 11 32 I ` I Dull Olson Weekes - IBI Group Architects, Inc. [ TE LETON N / y° ° ^ I 907 SW Stark Street Portland OR 97205 USA TR of tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 0 c 3 f � ° oCV Yyy 1dddk� l�T 3 . ARK / ♦ e,• .I,ly'� t .. \ 00 S \ T cn U yo � p - I • • • wo SON > K OREGON LO 1 PE �� IN Qo TRo N 3 lq. 14 1 ICv TR ° W c 9° �� O �r, ° TELVLT • _ / W U) ILLI ° a 10 Tr sh En stere I0 15 7 13 � 1 I � 12 a •�� �1 ' ii1. o P 4 1 10 6' 0 o 1�1/1l) 6' .,F, BALL FIELD I }� V U) e '3 o GOAL POST N 0 0 /� 3 • ] C lwlt l ° I o �CV OQ o .° `'° 5 x + GV 3'� b CV O O c„ �V ti 3 6' �� N 132,500.36 I �+ ' 4 t - 321767.15 -xa3 9 'S^ GATE J sr P Ls.2 a !`TVS \ 20 Icv 2,480.28 Oi / r ■_ = Q 31 •° `D / a ° O ICV 9 ° j i L coM 132,456.29 co M Po i E 321,620.50 3 4 / ' LO CD O Q Ir r s^ss o . 3 2 10 4' N 132,440.03 "- 3 PH e 3 1,737.30 .e. .° �. ae.• •° -e •- a a .a• 'e. 132,432.51 STREET E PLET a a E321,729.9 ° wl [wl s-[w] V1 w u (A] w] [w] 1 [Wil [w1 [w] oHu [ 1 [ [w] �' U [ l u [w] OHu NE LL ` I 1 0 - OHU _ / -�• L� _ OHL ° L A N D S C A P E _ - - °� - f • 8 8 A R C H I T E C T U R E \ I\ LOT 21 LOT 20 MATCHLINE SEE SHEET L2.3 LOT 22 I o 12562 S Main Street 7TTigard,Oregon 97223 503.224.5238 \ I I Iia I nick®atlas-le.com Key Notes: Chain Link Gate Schedule Site Plan Notes: O1 Concrete Seat/Retaining Wall, 1/1-6.1 Materials Site Furnishings No. Opening Height Slats Swim Hardwared 1. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility 2 Concrete seat/Retaining Wall, see civil, arch. &struct. Concrete Paving, 6/1-6.1, 11/1-6.2 1. 20' 6' Yes 120° holdbac c (2), no center post Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR O Concrete Seatwall, 1/1-6.1 a Control Joint(tooled -typ. sym.) 3 x Concrete Stairs (X= Risers), 3/1-6.1 2. 12' 6' Yes 9o° 952-001-0090. You may obtain copies of the rules by calling the center. (Nate: the 3. 6' 4' No 90° telephone number for the Oregon Utility Notification Center is (503)232-1987). I I I I I Bike Racks(5 shown, capacity 10 bikes), 1/1-6.2 ® Concrete Ramp (>5% )w/Handrails, 9/L6.1 4. 4' 6' Yes 180 2. Topsoil is required in all planting areas. Sees specifications. Additional topsoil depth of Fine Aggregate Surfacing, 5/1-6.2 P q P 9 P P P OConcrete Mow Curb, 12/L6.1 3' is required in selected areas to support trees according to City of Tigard Urban k e y p I a n 0 Bollard, Decorative or Utility, see plan 1. Industrial maleable iron butt hinge with 180° adapter as required. Forestry standards. See plan for location. Refer to detail 12/1-6.3 and specifications for Z 6 Concrete Play Area Curb, 13/1-6.1 TM 1 Wood Fiber Play Surfacing, 4/1-6.2 2. All gates: Strong Arm Commercial Gate Latch, or approved, with min Z'0 hole for other requirements. Coordinate with other trades to avoid impacts to utilities and tea. Chain Link Fence, 15/1-6.1 c undermining of curbs pavements and footings. Concrete Pla Area ADA Ram 14/1-6.1 7 Y P, padlock. 9 . P P � � phase Gate X indicates ate number, see ate schedule � I g � TM ' g 3. Provide No Dlg holdback or approved equal. p Bid & Permit m ® Chain Link Guardrail, 6/1-6.2 ra s Rubber Play Surfacing, 3/1-6.2 4. See details 10 & 11 /1-6.1 Chain Link Fence (X= Height), 15/L6.1 CD d Topsoil 3' Depth, 12/1-6.3 10 x' Chain Link Fence with Slats (X= Height), 15/1-6.1 date February 8, 2019 -1I (see Site Plan Note 2.) 11 x Bike Racks (X=Quantity), 1/L6.2 Layout Legend: 12 Flagpole, (existing to remain) revisions Horizontal control points are based on the project Boundary and Topographic Survey Z 13 Basketball post system and key striping, 8/1-6.2 prepared by KPFF for Twality Middle School &Templeton Elementary School, dated Lu Decorative Removable Bollard, Per specs. March 16, 2017. The basis of bearings for the survey is the Oregon Coordinate Reference 15 x Fixed Utility Bollard, (X=Quantity), 2/1-6.2 System (OCRS), Portland Zone. The resultant bearings of the centerline of SW 97th 16 Install Skate Deterrents on wall per specifications Avenue, is NORTH 00°34'45" EAST. H17 Existing paving � 18 Layout distance E 325,423.00 y Existing retaining wall + N 133,954.92 La t Point: Indicates distin feet north ( )h N and east � 0 N 19 Play structure (by others) (E) from survey origin. 20 Install Curb, 7/1-6.2 _ project # 16055 Indicates centerline /A190, Indicates radius oNote: layout points shown on centerlines are tangent Landscape Site Plan w CIO points, end points or changes in direction. When no radius CM LO Co is given, centerline segment is a straight line. � U . . U Op NL21 0 10 20 50 FEET tiCn o m fV co tn! ur) 7'1 � [ [w] [w] [w] - - u U OHU NE LL > . MATCHLINE SEE SHEET 1_2.2 s ss s a' „iii e 'es 8"ss 8"ss s'ss / a. 8.. $1 SS 'ss ° ]a yy 0 NO PARK GATE FIRE LANE [SD] [SD] [SD] [SD] D] [SD SD] [SD] [SD] [SD] [SDI IS IS, e. . GENE •e• �'' TRAN a is RD 5 A e 1 e Al F / 1 B I e o . . yDull Olson Weekes - IBI Group Architects, Inc. cv 907 SW Stark Street Portland OR 97205 USA 0 ; Jtel 503 226 6950 fax 503 273 9192 ;y5 ° Heo www.dowa-ibigroup.com www.ibigroup.com a 0 1 U e. U U a - U LDe PLAY STRUCTURE AREA ( T v 9 C o1 0 o f e e a e p ° n NO � SON PAR I L Q 3D OREGON ' Y o O O r 1 N � ICv » = J I Iwl N °c,0r . tl.l w e O ` \ V Z • e. HB J - _ o (.)LOT 19 ne R C - Q � I Co [wl [wl IwI Iwl (w] 050 Y a I e a•• 4 a a • U GATE - }_+ O O U) I ea a ,a • a e I � a Q\ O e a e $ - O ` CV a ° e• \ 4 ae a .a e U) za o CU Co • e I da. •a .-.e y3• .a� �_ .s1. rV11 a a e LOT 18 .I I VIII 61 iIIIIIII 'III a• ti .t--• O O a.' II�IIIIII I�IIIII�IIIII I II � � � ::r ITT_ a' III � I III MICCD U M M 19 I II III Ls.1 ' P Are Cu 3 � LO �� I �, � . �.� d .� II IIIIIIIIIIIIII I IIIIII IIIIII�IIII��I � `�• H � � •� .`_ ' i 5 ® IIII' II IIII IIIIII ® III II IIII II II IIIIII IIIIIIIIII II IIIIIIIIIIIIiIIIIIIIIIIII a+ a II 107 _ 17 ,e III II ;II IIIIII a� t t ® IIS I •° III as L A N D S C A P E ® III4 A R C H I T E C T U R E _ GATE - 0 0 ,."' 'v :": u ? �'a€ a7, „ x �r-,n^` 8 17 12562 SW Main Street 8 8 ! Tigard,Oregon 97223 A 1$ 503.224.5238 ! : , nick®atlasla.wm Key Notes: Chain Link Gate Schedule Site Plan Notes: O1 Concrete seat/Retaining Wall, 1/1_6.1 Materials Site Furnishings No. Opening Height Slats Swing Hardwared 1. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Concrete Paving, 6/L6.1, 11/L6.2 O Concrete seat/Retaining Wall, see civil, arch. & struct. 1. 20' 6' Yes 120° holdbac (2), no center post Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR Control Joint(tooled -typ. sym.) O Concrete Seatwall, 116.1 3 x Concrete Stairs (X= Risers), 3/1_6.1 2. 12' 6' Yes 90° 952-001-0090. You may obtain copies of the rules by calling the center. (Note: the 3. 6' 4' No 90° telephone number for the Oregon Utility Notification Center is (503)232-1987). Fine Aggregate Surfacing, 5/L6.2 I I I I I Bike Racks (5 shown, capacity 10 bikes), 1/1_6.2 ® Concrete Ramp (>5% )w/Handrails, 9/1_6.1 4. 4' 6Yes 180 2. Topsoil is required in all planting areas. See specifications. Additional topsoil depth of OConcrete Mow Curb, 12/1_6.1 3' is required in selected areas to support trees according to City of Tigard Urban k e y p I a n Bollard, Decorative or Utility, see plan TM 1. Industrial maleable iron butt hinge with 180° adapter as required. Forestry standards. See plan for location. Refer to detail 12/1_6.3 and specifications for 6 Concrete Play Area Curb, 13/L6.1 Wood Fiber Play Surfacing, 4/1_6.2 2. All gates: Strong Arm Commercial Gate Latch, or approved, with min 21"0 hole for other requirements. Coordinate with other trades to avoid impacts to utilities and Chain Link Fence, 15/1_6.1 O Concrete Play Area ADA Ramp, 14/L6.1 padlock. undermining of curbs, pavements and footings. IlaSe Gate, X indicates gate number, see gate schedule TM p Bid & Permit 0) O ® Chain Link Guardrail, 6/1_6.2 3. Provide No Dig holdback or approved equal. C6 Rubber Play Surfacing, 3/L6.2 U X 4. See details 10 & 11 / 1_6.1 g x' Chain Link Fence (X= Height), 15/1_6.1 10 x' Chain Link Fence with Slats (X= Height), 15/1_6.1 Cz N Topsoil 3' Depth, 12/1_6.3 date February 8, 2019 JI (see Site Plan Note 2.) 11 x Bike Racks (X =Quantity), 1/L6.2 Layout Legend: < 12 Flagpole, (existing to remain) revisions Horizontal control points are based on the project Boundary and Topographic Survey W 13 Basketball post system and key striping, 8/1_6.2 prepared by KPFF for Twality Middle School &Templeton Elementary School, dated U14 Decorative Removable Bollard, per specs. March 16, 2017. The basis of bearings for the survey is the Oregon Coordinate Reference 15 x Fixed Utility Bollard, (X= Quantity), 2/1_6.2 System (OCRs), Portland Zone. The resultant bearings of the centerline of SW 97th cc Install Skate Deterrents on wall per specifications Avenue, is NORTH 00°34'45" EAST. 16 1, 17 Existing paving LID retaining wall + N 133,954.92 CD 1g E 325,423.00 Layout Point: Indicates stance La Indidiin feet north ( )h N and east � 19 Play Structure (by others) (E) from survey origin. - Indicates centerline R190' Indicates radius project # 16055 o Note: layout points shown on centerlines are tangent Landscape Site Plan 10 CU points, end points or changes in direction. When no radius rn U-) CIO is given, centerline segment is a straight line. � V L2m3Ln 2 0 10 20 50 FEET ~_ L 0 CD N rn in= LO I I I I I I I I I IBI I Dull Olson Weekes - IBI Group Architects, Inc. I 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com I II I I I I I 6- I 'fl T 9 D • • • LOT 20 LOT 19 LOT 18 LOT 17 L 6 LOT 15 LOT 14 LOT 1 _ SON C, GATE GA GATE O - - - - GATE - - - - OUMN �y G r � (� SHED _ l� L . GATE ,� G wl LU W Lu I LOT 57 (n Lu BLEACHERS BENCH Z a _ . ' Stak centeriine for appr al prior to construc o C) �..� m Z n . i BASEB DIAMOND I �0 O ICV a LOT 58 O J CV v ti O GOAL POST OILY GATE BALL FIELD - }+ U I � C� rn OICV > C:) r, o ti NT F - M r M M x t� L _ ^ O l cv 3 � LO LO LOT 59 I"� I I I 1 I ° MATCHLINE SEE SHEET L2.5 A N I S C A U E A R C H I T E C T U RE 12562 SW Main Street O� Tigard,Oregon 97223 503.224.5238 nick@atlas-lasom Key Notes: Chain Link Gate Schedule Site Plan Notes: 0 Concrete seat/Retaining Wall, 1/1-6.1 Materials Site Furnishings No. Opening Height Slats Swing! Hardwared 1. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility 2 Concrete Seat/Retaining Wall, see civil, arch. &struct. Concrete Paving, 6/1-6.1, 11/1-6.2 1. 20' 6' Yes 1200 � (2), no center post Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR a; Control Joint (tooled -typ. sym.) Concrete Seatwall, 1/1-6.1 3 x Concrete Stairs (X= Risers), 3/1-6.1 2. 12' 6' Yes 90° 952-001-0090. You may obtain copies of the rules by calling the center. (Note: the 3. 6' 4' No 900 telephone number for the Oregon Utility Notification Center is (503)232-1987). I I I I I Bike Racks (5 shown, capacity 10 bikes), 1/1-6.2 4 Concrete Ramp (>5% )w/Handrails, 9/1-6.1 Fine Aggregate Surfacing, 5/1-6.2 � 4. 4' 6' Yes 180 2. Topsoil is required in all planting areas. See specifications. Additional topsail depth of Bollard, Decorative or Utility, see plan O Concrete Mow Curb, 12/1-6.1 3' is required in selected areas to support trees according to City of Tigard Urban k e y p I a n ` Concrete Play Area Curb, 13/1-6.1 1. Industrial maleable iron butt hinge with 1800 adapter as required. Forestry standards. See plan for location. Refer to detail 12/1-6.3 and specifications for Wood Fiber Play Surfacing,4/L6.2 © y 2. All gates: Strong ArmTM Commercial Gate Latch, or approved,with min z'0 hole for other requirements. Coordinate with other trades to avoid impacts to utilities and �> Chain Link Fence, 15/1-6.1 Concrete PlayArea ADA Ram 14/1-6.1 undermining of curbs, pavements and footings.p. padlock. 9 p 9 . phase Bid & Permit II Gate, X indicates gate number, see gate schedule rM a) L ® Chain Link Guardrail, 6/1-6.2 3. Provide No Dig holdback or approved equal. U Rubber Play Surfacing, 3/L6.2 O 4. See details 10 & 11 /L6.1 g x' Chain Link Fence (X= Height), 15/1-6.1 a> N Topsoil 3' Depth, 12/1-6.3 10 x' Chain Link Fence with Slats (X= Height), 15/1-6.1 date February 8, 2019 JI � (see Site Plan Note 2.) 11 x Bike Racks (X= Quantity), 1/1-6.2 Layout Legend: 12 Flagpole, (existing to remain) revisions Horizontal control points are based on the project Boundary and Topographic Survey 13 Basketball post system and key striping, 8/L6.2 IZ prepared by KPFF for Twality Middle School &Templeton Elementary School, dated U 14 Decorative Removable Bollard, per specs. March 16, 2017. The basis of bearings for the survey is the Oregon Coordinate Reference Fixed Utility Bollard, (X=Quantity), 2/1-6.2 System (OCRs), Portland Zone. The resultant bearings of the centerline of SW 97th 3 16 Install Skate Deterrents on wall per specifications Avenue, is NORTH 00034'45" EAST. H 17 Existing paving L0 Existing retaining wall + N 133,954.92 � 18 9 E 325,423.00 Layout Point: Indicates distance in feet north (N) and east N 19 Play Structure (by others) (E) from survey origin. - Indicates centerline project # 16055 190' Indicates radius oNote: layout points shown on centerlines are tangent Landscape Site Plan m points, end points or changes in direction. When no radius rn LO Ca is given, centerline segment is a straight line. rf� U LO N Lb 0 0 10 20 50 FEET L2m4 o � CV � LO I I _ I I MATCHLINE SEE SHEET L2.4 I o 0� I °ICV °Icv CV LOT 60 r� I IBI 1 1 ALL FIELD Dull Olson Weekes - IBI Group GATE Architects, Inc. I o Icv 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com CV V LOT 61 I T 4 9 LSON GATE ORMEWl\ N N I �`9l'E AR J Lu W W 2 U) W WI W ZI 1CORE80ARD 0I _ - _ - - - - - - - ICV / \ LOT 62 - w ° I I a I I i - -n1 v GATE BASEBALL DIAMOND CV i U) mS, 8"cc 8"SS- V o LOT 63 'A W CU X55 .- ICv I � C � Od ° I I BEN BLEACHER LO LO OF SANITARY SEWER LINE y 2 / SHED OF I PER AS-BUILTS - - - - - - - ° GATE WIATCHLINE SEE SHEET L2.3 . . . . . 8"55 8"S$ 8" «8"SS 'SS' 8" L A N D S C A P E 'S iiiiiiiii➢Y55iiiiiiiiii� X55� � g � � � �L iiiiiiiiii� "5� iiiiiiiiiii� iiiiiiiiiii�5 g"55iiiiiiiiiii� PARCEL 2 A R C H I T E C T U R E 12562 SW Main Street Tigard,Oregon 97223 503.224.5238 nick.atlasla.com Key Notes: Chain Link Gate Schedule Site Plan Notes: O1 Concrete Seat/Retaining Wall, 1/1-6.1 Materials Site Furnishings No. Opening Height Slats Swing! Hardwared 1. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility 2 &struct arch see civil, . . holdback' Concrete Paving, 6/1-6.1, 11/1-6.2 1. 20' 6' Yes 120° (2), no center post Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR Control Joint(tooled -typ. sym.) Concrete Seatwall, 1/1-6.1 Concrete Seat/Retaining Wall,3 x Concrete Stairs (X= Risers), 3/1-6.1 2. 12' 6' Yes 900 952-001-0090. You may obtain copies of the rules by calling the center. (Note: the 3. 6' 4' No 900 telephone number for the Oregon Utility Notification Center is (503)232-1987). Fine Aggregate Surfacing, 5/1-6.2 1 1 I I I Bike Racks (5 shown, capacity 10 bikes), 1/1-6.2 ® Concrete Ramp (>5% )w/Handrails, 9/1-6.1 4. 4' 6' Yes 180 2. Topsoil is required in all planting areas. See specifications. Additional topsoil depth of , Bollard, Decorative or Utility, see plan O Concrete Mow Curb, 12/1-6.1 3' is required in selected areas to support trees according to City of Tigard Urban k e y p I a n Z © Concrete Play Area Curb, 13/1-6.1 1. Industrial maleable iron butt hinge with 1800 adapter as required. Forestry standards. See plan for location. Refer to detail 12/1-6.3 and specifications for Wood Fiber Play Surfacing, 4/1-6.2 2. All gates: Strong Arm 'Commercial Gate Latch, or approved,with min 12"H hole for other requirements. Coordinate with other trades to avoid impacts to utilities and y- Chain Link Fence, 15/1-6.1 Concrete PlayArea ADA Ram 14/L6.1 underminingof curbs, pavements and footings. C10 / Gate,X indicates gate number, see gate schedule P' padlock. TM Pphase Bid & Permit C6 Rubber Play Surfacing, 3/1-6.2 O 8 Chain Link Guardrail, 6/1-6.2 3. Provide No Dig holdback or approved equal. U 4. See details 10 & 11 /1-6.1 g x' Chain Link Fence (X= Height), 15/1-6.1 10 x' Chain Link Fence with Slats (X= Height), 15/1-6.1 C� date February 8, 2019 Topsoil 3' Depth, 12/1-6.3 I (see Site Plan Note 2.) 11 x Bike Racks (X =Quantity), 1/1-6.2 Layout Legend: 12 Flagpole, (existing to remain) reVISIOnS Horizontal control points are based on the project Boundary and Topographic Survey Z 13 Basketball post system and key striping, 8/1-6.2 prepared by KPFF for Twality Middle School &Templeton Elementary School, dated Lu U 14 Decorative Removable Bollard, per specs. March 16, 2017. The basis of bearings for the survey is the Oregon Coordinate Reference -2: 15 x Fixed Utility Bollard, (X= Quantity), 2/1-6.2 System (OCRS), Portland Zone. The resultant bearings of the centerline of SW 97th CU 16 Install Skate Deterrents on wall per specifications Avenue, is NORTH 00°34'45" EAST. Ir 17 Existing paving � 18 Existing retaining wall + N 133,954.92 CD E 325,423.00 Layout Point: Indicates distance in feet north (N) and east N 19 Play Structure (by others) (E) from survey origin. U) Indicates centerline project # 16055 / 190' Indicates radius pNote: layout points shown on centerlines are tangent Landscape Site Plan points, end points or changes in direction. When no radius rn LO CU is given, centerline segment is a straight line. � 0 10 L2m5`n 0 10 20 50 FEET r, Cn CD N N nU O a 1 00 W_ .- - T T W yV T T T ' w TR w FO h T T Z I 9s :0 FO EVLT FO FO FO FO FO FO FO FO ��Y� f0 f0 ,{ -ASS 8„SS N ,?lY' I 1 12 H / I = \ \� `S B.,SS 8-SS y `� 12"SD �� = QjV 1 75 8„SS 8„cc _ _ O 8 55 m a m I k _ B,.SS PAR El VIII 1 _ 5 8"SS "SS ��PGF SW INEZ STREET 1A lin 8'SS iS 1 W W W W W W W W W W W W w `-/ LOT 1 4 HC C ON d I s i .• , •' • .� !t GATE . � P n ,m 29 .62 288.91 T2 284. I B I ,7 B y EA P - 1 • 264. d.° 284 HEN A H a T 284.9 284.54 - - _- TS 286 d 6.84 TS - - -- - I Dull Olson Weekes - IBI Group 1 S 9 \ �\ \ I I I Architects, Inc. a S 289.4 289. 3 T I Portland R 97205 USA I \ 907 SW Stark Street O i TP 289.57 289.51 TP I � I ° tel 503 226 6950 fax 503 273 9192 d " k(F[ bi rou .com www.dowa-ibi rou .com www A P i 9 P 9 i II I k a i A I 1 j 1 ° I • i f I �i T lEDx c LOT 20 SON i \ / d° \ _ OREGON S: / 289.5 C \ I Cl) E Ag i J / a w 3 z N 289.78 v Q m ° 89.32 d. v -V ° /' Z z I A 5 v I� I % / 289.59 4LU I W i w 289.1 T W 89.80 �v� f V a I m a , 289.38 Rq 9 274.88 . \ b Z 74.98 \\ a it I / / 289.80 6sao O \` l : a ° I 89.80 288.29 o I I 288.42 _ c a 98 d U i cn / / p Id SOS 89.80 25' 25' 274.75 8998 iI ��/ Q M i p � X289. 0 °° 3 289.76 \� :' 2744 AA♦♦ J -- 274.33 TC � CU I C a. EEMW o ti 4.98 C 4.98 r r 27 74.89 i NONE 274 9 74.75 '^ P RK e d - 2 l i) . 4.5 � p CO M ! 274.7274.62 Cfl lC) HCR // �,,._. � 0 0 73.41 TI 274.50 „ SS 0 1D �Si I 3 o to / / • s' \ ' I I % L B MATCHLINE SEE SHEET L3.2 NEW Elm MME ME= 274.26 I N D R A P E /�L L A S O ' ' 274.12 A R C Hi T E C T U RE 274.19 d. 274.06 ' 12562 SW Main Street a " I Tigard,Oregon 97223 TOP 12"S / 0.07. - 503.224.5238 ' o ck@atlas la.com Notes Grading Legend 1. Refer to the project Boundary and Topographic Survey prepared by KPFF for Twality Middle School &Templeton Elementary School, dated March 16, Proposed grade break 2017 for existing conditions and basis of grading design. Survey vertical 1.80k- Proposed slope datum: NAVD 88 (GEOID 12A) Proposed elevation with abbreviation Elevation was established through a 3 minute GPS observation control point No.1 using the Oregon Real-Time GPS Network(ORGN) +-256.50 BC Spot Elevation Abbreviations: 2. This sheet is for finish grading of pedestrian areas. See civil plans for rough BC = bottom of curb, grading and for grading of curbs, vehicular areas, landscape areas and public k e y p I a n BS = bottom of step, rights of way. BW= bottom of wall, 3. Slopes between spot elevations are to be uniform unless otherwise indicated. hose rn FF =finish floor, 4. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon P Bid & Permit cu FG =finish grade, Utility Notification Center. Those rules are set forth in OAR 952-001-0001 HP = high point, through 952-001-0090. You may obtain copies of the rules by calling the center. 10 IE = invert elevation, P g ( ) date February 8, 2019 NOTE: The telephone number for the Oregon Utility Notification Center is 503 N ME = match existing, 232-1987). I RM = rim or drain grate or manhole Q SG = subgrade revisionS TC =top of curb Z TP =top of pavement W TS = top of step U TW=top of wall I a If no abbreviation is given, spot elevation indicates 3 propose finish grade at surface. H En LO O cfl co W project # 16055 E FVLTV U o Landscape Grading Plan � m a m LCA Cc LP 0 Lo 0 10 20 50 FEET L3ml o y CV� LO inU s 8 55 10 s `S� I 3 I o •o / / .d a, 7 \� / o MATCHLINE SEE SHEET L3.1 d ° NOR x ' 274.12 I � 0.0 _• �� �._ . . 274.05 I TOP 12"S i HC T � $ • , d. 89.94 j i 273.79 89.96 73.34 a X N 289.56' » 74.56 - d X90. _ 274.20 274.50 I 2 \� 274.26 0ICV a Y ` l � iso• Tvw • � �Q 7a.Bs • •s I Dull Olson Weekes - IBI Group ® Architects, Inc. .6 / 87.4 8.00 M 4 274.69 TE LE oN N / ,° 87 74.92 I 907 SW Stark Street Portland OR 97205 USA TR I 27 .67 tel 503 226 6950 fax 503 273 9192 274.53 I www.dowa-ibigroup.com www.ibigroup.com J; 274.21 ICV I ' tV -_ 7. TP I 9 0 8.50 TW 9a. W o 19 TP �•�OREGON LO H I/ ' « 77.9 TP 277.3 I M 9pE AR y° 8 50 s.0 J No ro 75, 75.63 TC W 0.`�� :. 275.13 TP N PARK W i = TR 0 3 ° 76.1. 75.79 ICV I fn TR �� ° O 6W 27 . �� ° W 7ELVLTJr B 277.0 275.837 W 7.9 25 U) 8 7 .33 TP ?` I W 78.50 TW I J a• IU- II TW 278 5 I q P' O 77.98 I ° I 3 •�,4_ 77: BW TC 285.87 • I 3= I TC 285.47 277.28 _ BALL FIELD I -6-0 85.86 U 85.95, V J o = W d +', ♦ „ • o GOAL POST - l : 3 t ] C Iwl [ 1 K• ti ICV 0 281.37 288.30 .cA ° _ o i O V 288.4 288.38 >. O � N e _ I N Q 3 a7 - 7 1, d ° 31 e STP : � ,... •' ;: :3:f . ' "" / kY Co.) I 85p :` 277.98 277.98 77 ocv - j 77 I _� 29 .77 . . 290.87 T 278.5.5 77.7 d O 31 90{89 h p 85.88 77.98 CV 277.9 / / I •= Q O f� 90.91 2 5. 6 ° TS 277.67 0 O IwL O � ? d 8 50 , S 276.37 277.84 d I 7 • . 8 27 .34 276,34 BS / O H 3 ' - 5 76 30 M M ICU C) ct � a d 285.9 / M M Lr) O O O 80 7 .20 / ° I O LO LO PH 275.09 _ � I � d e O d d a a _ d m .° ,d• ,d 278. 0 0 • d d • d STREET TE PLET iwj [wl ] Iw] [w] [w] [( [ Iw] a [w] Iwl W] [�^] e-[WI U OH 274. 7 3' U OHu NE LL ` OHU -fin'_- OHU 3 D g� ..�.....m®.•. ®, ,.• �LOLOT 20 aha •� - ° a. ••$ $, A R C H I T E C T U R E \ T21 MATCHLINE SEE SHEET L3.3 12562 sw \ I LOT 22 I I ° E� Tigard,Oregon)97223 L .� • : • 503.224.5238 I I d _ _ _ - I nick®aaas-la.com GGradin Legend Notes rading g 1. Refer to the project Boundary and Topographic Survey prepared by KPFF for Twality Middle School &Templeton Elementary School, dated March 16, Proposed grade break 2017 for existing conditions and basis of grading design. Survey vertical Proposed slope datum: NAVD 88 (GEOID 12A) Proposed elevation with abbreviation Elevation was established through a 3 minute GPS observation control point No.1 using the Oregon Real-Time GPS Network(ORGN) 4-256.50 BC Spot Elevation Abbreviations: 2. This sheet is for finish grading of pedestrian areas. See civil plans for rough k e y p l a n BC = bottom of curb, grading and for grading of curbs, vehicular areas, landscape areas and public BS = bottom of step, rights of way. c 3. Slopes between spot elevations are to be uniform unless otherwise indicated. BW= bottom of wall, phase Bid & Permit `p1 FF =finish floor, 4. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Cd FG =finish grade, Utility Notification Center. Those rules are set forth in OAR 952-001-0001 v HP = high point, through 952-001-0090. You may obtain copies of the rules by calling the center. m IE = invert elevation, v ME = match existing, NOTE: The telephone number for the Oregon Utility Notification Center is (503) date February 8, 2019 JI 232-1987). RM = rim or drain grate or manhole SG =subgrade revisions H TC =top of curb Z TP =top of pavement U TS =top of step TW =top of wall If no abbreviation is given, spot elevation indicates 3 propose finish grade at surface. H Ef7 U*) 0 co Cn project # 16055 E U O Landscape Grading Plan Iz Cp U.) Cc co 0 113-0 Ef� V L31 r 0 10 20 50 FEET o W CV inU [ [wl [w] [w] OHU NE T MATCHLINESEE SHEET L3.2 a^ss ss a ..S ♦ 855 55♦ 8"SS ' 8 a ° by ' NO PARK GATE FIRE LANE [SD] [SD] [SD] [SD] D] [SD SD] [SD] [SD] [SD] [SD] IS [SD GENE HB RD A TRAN ro ° — — O GO1B E ❑ RD _ _ o-0 Imo A a. r 4 " 141 F IBI V 4 - O N ° . Dull Olson Weekes - IBI Group Architects, Inc. cv 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 4 $ ` HBO www.dowa-ibigroup.com www.ibigroup.com lb RD U e V ,yh CH yo'� co V k ° vEF PLAY STRUCTURE AREA { 11 V N0 O .e •� I - OU ■/-�/'�■NSON PARK ° 3 ° RD OU Vl y m \ pE AR�y � c I •: � ��'�� \ \ ME 26y.1� 60.90 T 9 / \ 2 .1 60.99 TC 60.00 I o I �P J ICV � � .� a = JI I [w] HB 60.00 LI Q LLJ [ a [WI 7 0= �— w ° O LLI r ° He U LOT 19 •a-. RD Iw] [w] Iw] [w] -W do a I a •° '° a•• a 1 a• � d a ° R �o U �° as g• �L "a • I • - 265.50 ME 1 ♦�^^ 265.3 E •v, a° I •a. a 26 .00 T I a- d a a e' N ° \ S .QO TP O U f� a • \ ° ° a tp /vlJ1 0 Od ° • S"Y co 263.00 T a ° ° 3 a ` .02 1 Q o 1` — ° • ' ° • II IIIIIII IIIIIIIIIIIIIIIIIIIIIjIII II ° o 0 LOT 18 2- 'x s III j l 62.00 TP 1 ° 'ter ° _ • iIIII � II iI II II II i i I jl ': — � � � °• I IIII I III I VIII _ � � o M M �® q illillili lIjIIIIII IIiIIiIIIII' CD 26 .00TP IIIIIIIIIjII I IIIiIIiIIiIIiIIIIIIIIi I� a . ° • ea I I� Iill�ll� I I Ii li I� li I� ® — a •° Ili III j 11,111 III -11111 . 260,31 M ® -1 6 .95 • 2.7 ALRAC H IO TSE OCT U RE _ GATE I .O ME ` X5Street u E IT ° • Tigard,Oregon 97223 503.24.5238 ILnick®atlas-la.com Notes Grading Legend 1. Refer to the project Boundary and Topographic Survey prepared by KPFF for Twality Middle School &Templeton Elementary School, dated March 16, Proposed grade break 2017 for existing conditions and basis of grading design. Survey vertical 8°fie_ Proposed slope datum: NAVD 88 (GEOID 12A) Proposed elevation with abbreviation Elevation was established through a 3 minute GPS observation control point No.1 using the Oregon Real-Time GPS Network(ORGN) +256.50 BC Spot Elevation Abbreviations: 2. This sheet is for finish grading of pedestrian areas. See civil plans for rough k e y p l a n �- BC = bottom of Z curb, grading and for grading of curbs, vehicular areas, landscape areas and public rights of way. BS = bottom of step, c3. Slopes between spot elevations are to be uniform unless otherwise indicated. BW= bottom of wall, phase Bid & Permit rn FF =finish floor, 4. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon FG =finish grade, Utility Notification Center. Those rules are set forth in OAR 952-001-0001 U HP = high point, through 952-001-0090. You may obtain copies of the rules by calling the center. a) IE = invert elevation, ME = match existing, NOTE: The telephone number for the Oregon Utility Notification Center is(503) date February 8, 2019 I RM = rim or drain grate or manhole 232-1987). J SG =subgrade revisions TC =top of curb Z TP =top of pavement U TS =top of step TW =top of wall If no abbreviation is given, spot elevation indicates 3 propose finish grade at surface. H LO ED 0 Cn project # 116055 E U o Landscape Grading Plan a � U co� U 0 10 20 50 FEET L3m3 L O d N Cn Lf�! ,5 I I I I I I I I 1 B I I Dull 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.com www.ibigroup.com II I OSS I I I I PGF' I I ED LOT 20 LOT 19 \ LOT 18 LOT 17 L 6 LOT 15 LOT 14 tL_ OT 1 _ _ x .....—.�, .,.._-..-ns. ,..ate-„ --.....-,.,..:.. _•- - , Y so ATE GA GAT GATE j0PRUEGWON SHED CO I �9l'E CO LU U) Lu - - . - LOT 57 LU (n I _ _ _ _ - - - BLEACHERS W BENCH Z .0 - Q � I - ... 0 0 z - BASEB DIAMOND I IICV U)O � _ UQ LOT 58 O I w _ o m O C— � U N o GOAL POST O GATE VICV O f ^ N co o .6--• BALL FIELD 0) co ICV _ V o .= > I � � ¢ o ti C:)o ` >' _W /e L. °' cf)� M L _ _ ■Rf M M N EM L0 6 / I ICV co \L•) LO o LOT 59 i 1 1 I ••• L A N D S C A P E MATCHLINE SEE SHEET L3.5 A R C H I T E C T U R E 12562 SW Main Street Tigard,Oregon 97223 G 503.224.5238 nick•atlas-la.com Notes Grading Legend 1. Refer to the project Boundary and Topographic Survey prepared by KPFF for Twality Middle School &Templeton Elementary School, dated March 16, Proposed grade break 2017 for existing conditions and basis of grading design. Survey vertical • 11 8% —y Proposed slope datum: NAVD 88(GEOID 12A) Proposed elevation with abbreviation Elevation was established through a 3 minute GPS observation control point X256.50 BC No.1 using the Oregon Real-Time GPS Network(ORGN) Spot Elevation Abbreviations: 2. This sheet is for finish grading of pedestrian areas. See civil plans for rough �- grading and for grading of curbs, vehicular areas, landscape areas and public k e y p I a n BC = bottom of curb,Z BS = bottom of step, rights of way. BW = bottom of wall, 3. Slopes between spot elevations are to be uniform unless otherwise indicated. phase 0) FF=finish floor, 4. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon P Bid & Permit C6 FG =finish grade, Utility Notification Center. Those rules are set forth in OAR 952-001-0001 HP= high point, through 952-001-0090. You may obtain copies of the rules by calling the center. 10 IE = invert elevation, NOTE:The telephone number for the Oregon Utility Notification Center is (503) �I ME = match existing, 232-1987). date February 8, 2019 RM = rim or drain grate or manhole 4 SG = subgrade revisions TC=top of curb Z TP =top of pavement LU TS =top of step U I TW =top of wall CU If no abbreviation is given, spot elevation indicates propose finish grade at surface. t17 Lr) 0 co c Q project # 16055 E U O Landscape Grading Plan aCP U.) CU L!') U co O Iri0 10 20 50 FEET L3m4 �C o N CV� inU 1 MATCHLINE SEE SHEET L3.4 4 I 1 0lCV ICV 0 1 ICV LOT 60 i IBI IALL FIELD E 1 1 I Dull Olson Weekes - IBI Group T Architects, Inc. I oICV 907 SW Stark Street Portland OR 97205 USA 1 % tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com ICV I t 9 9 1 \` �A LSON OREGON CV UU w LU U) LU WI W z � I - = SCOREBOARD U — — — — — — — — — — — — — — — — ICV V - - Fl- O -L GATE Q I BASEBALL Dt4MONDlCv O o cv m S 8'� - v o O 63 'w � L ca Di % CM Co a6 I OICV � � sow BEN 0��c� Sys 1 ti � BLEACHERroy / I APPROXIMATE LOCATION .e � _ �\ " / SHED DF OF SANITARY SEWER LINE C.0 u.) U PER AS-BUILTS +*... . . . . . . MATCHLINE+SEE SHEET L3.3 GATE ,S "SSS 55� �_ 8"� �' "S� 8"88 'SSS 'S8 8"S$ 8 '855 'SS _ PARCEL2 A R C H T E C T U R E oil M A N D S C A P E 12562 SW Tigard,Oregon197223t 503.224.5238 nick@atlasla.com Notes Grading Legend 1. Refer to the project Boundary and Topographic Survey prepared by KPFF for Twality Middle School &Templeton Elementary School, dated March 16, Proposed grade break 2017 for existing conditions and basis of grading design. Survey vertical 89� Proposed slope datum: NAVD 88 (GEOID 12A) Proposed elevation with abbreviation Elevation was established through a 3 minute GPS observation control point No.1 using the Oregon Real-Time GPS Network(ORGN) +256.50 BC Spot Elevation Abbreviations: 2. This sheet is for finish grading of pedestrian areas. See civil plans for rough grading and for grading of curbs, vehicular areas, landscape areas and public k e y p I a n Z BC = bottom of curb, g 9 g g p BS = bottom of step, rights of way. BW= bottom of wall, 3. Slopes between spot elevations are to be uniform unless otherwise indicated. phase rn FF =finish floor, 4. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon p Bid & Permit FG =finish grade, Utility Notification Center. Those rules are set forth in OAR 952-001-0001 ami HP= high point, through 952-001-0090. You may obtain copies of the rules by calling the center. IE = invert elevation, N ME = match existing, NOTE: The telephone number for the Oregon Utility Notification Center is (503) date February 8, 2019 �l RM = rim or drain grate or manhole 232-1987). SG =subgrade revisions H TC =top of curb Z LU TP=top of pavement U TS = top of step TW=top of wall Z' 3 If no abbreviation is given, spot elevation indicates H propose finish grade at surface. LO LO 0 cfl N C project # 16055 U O Landscape Grading Plan 0- CP LO U LP U �� �- MR Lb N 0 10 20 50 FEET o L3m5 Cn CV N inU a I I I I / 1 C: a _ — o yy T T w TR FO T T T irT _ I\— FO \ �_ EV O 9s FO FO FO FO FO — FO FO FO FO FO 12 a"H / I Z I ia \ C� / —q��55 -- FO N U I �0 1 I �� $ $$ s„$$ 15 8"$$ —� 12 $D 8„55 m a I 2” 0.3 m 8"5S 8"tt I PAR EL3 SW INEZ STREET \s0 8'•$$ "$$ I :n14 y 3 N w 8'$$ �Si W W W W W W W W W W W W 1" 02.7 (drip) t n .5"49.5 He OHLJ2" 9.4 < ' � 8 H 2" 9 ° 2 - - - — � Dull Olson Weekes - IBI Group \ I I _ - \ Architects, Inc. \\\ \ 30 I 907 SW Stark Street Portland OR 97205 USA 5 tel 503 226 6950 fax 503 273 9192 a www.dowa-ibi rou com www.ibi rou com v 9 P 9 P I 2” 52 6 v 2" II I I \ I 2" 9.6 ��—-- /41.5 �I IP IF IF 111111 1 �' 9 ED a • / j I LOT 21 LOT 20 4 � I SON IT OREGON to 4 14 v 3 I W Z N �; \\ a 0 00 a \ \ W 5 4'LU r-Ic O W U) it JL � r M s ' W • • 2 / �-- U 8 a _ ti . e. 2 -.;k �pl i 2 2 O m 27 b o x drip) m .528 3.0 20 V n I Q 2" 1.3 25' 25' 4 I / / e•. _ O I O z L cu o t� Q / / , < ! ,, •� O ti 3 / J O � 29 4.3 / 5" 6.0 / �� v �� L ?� M co CU HCR w / � �� � • O o _ ° d $ 0 10 \S , 0.5 (drip) I BR o N MATCHLINE SEE SHEET 1-4.2 „ I AL RAC H ID TSE C T U R E 1312562 SIN•" °• ' Tigard,Oregon Street 97223 2" 7. 2 TOP 12"$ 503.224.5238 -- - // nitk8e185-B.CORI IRRIGATION LEGEND _ _ _ _ Sch. 40 PVC Irrigation Sleeve, min. 2x size of encased pipe SYMBOL MODEL RADIUS GPM Sch. 40 PVC Mainline, 2" unless otherwise indicated Existing Mainline Rainbird 1800-SAM-PRS Series (Radius and GPM shown at 30 PSI), 8/1-704 Existing Mainline to be Abandoned ♦ O O 5 Series MPR Nozzles, F, H, Q 5' .41, .20, .10 1"-Sch. 40 PVC lateral line # # # 8 Series MPR Nozzles, F, H, Q 8' 1.05, .52, .26 1 1/2"-Sch. 40 PVCPVC lateral line • e O 10 Series MPR Nozzles F, H, Q 10' 1.58, .79, .39k e y p I a n Sch. 40 PVC lateral line, size as indicated 0 0 12 Series MPR Nozzles F, H, Q 12' 2.60, 1.30, .65 2 CIO • e O 15 Series MPR Nozzles F, H, Q 15' 3.70, 1.85, .92 Rainbird XFD-09-12 Dripline, 30" dia., center on tree phase Bid & Permit p) Cd ■ 15 15-SST, 15-RCS, LCS MPR 4' x 15'x 30' 1.21, .49 IN 15-9SST 9'X18' 1.73 Description of remote control valve zone, m, and size. "Existing" indicates existi A x P 9P 9" valve. "E" after valve number indicates new valve wired to existing controller. See date February 8, 2019 JI Rainbird 5000 Series Rotors w/ MPR Nozzles @ 35 PSI, , 7/1_704 revisions ® F, H, Q as required 30' 5.08, 2.59, 1.23 NOTES Z U SYMBOL PRODUCT MODEL 1. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notificat are set forth -0010 ugh Z-' (a 952-0011on Center. Those-0090.You may obtain copies of he IrulOAR es by9calinglthe center. (Note:Control Valve, 4/1-704 Per specifications CU O Quick Coupling Valve, 5/1-704 Per specifications telephone number for the Oregon Utility Notification Center is (503)232-1987). H Isolation Valve, Line Size, 2/1-704 Per specifications 2. System is designed to operate at 60 psi at point of connection. Notify Owners Representative prior to beginning work if field measurements differ. LO C> Manual Drain Valve , 6/1-704 Per specifications co 3. Irrigation laterals, mainline and valves may be shown outside planter areas for Flow Sensor, 3/1-704 Per specifications diagrammatic purposes only. Locate irrigation equipment inside planter areas c © Point of Connection See Civil Plans except where irrigation sleeves indicate that piping is to cross under paving. ect # 16055 E O6 Existing Wire Splice Box/#of wires (see note 8.) 4. Unless otherwise indicated, use 4" pop-ups in lawn areas and 6" pop-ups in shrub p ro 1 areas. p Hunter 42 Station Controller, 1/L704 Per specifications Q 5. Pipe to be sized so that velocities to not exceed 5 feet per second. Irrigation Pan c 6. Use existing control wires to operate new valves with "E" after valve number. E a rn indicates valve to be wired to existing controller from wires at existing wire splice LO CO OX. L!') U 00 0) ,`� 0 10 20 50 FEET L4m 1 Cn co 2!! co LO Lou •� f d Z. . 2 24 MATCHLINE SEE SHEET L4.1, 1" 0.5 (drip) B N _ 12 3.9 � d• % N I F _ d IKE -- ea R V I � � -.\ \,- \ /. . •� I ICV \ 23 I o 3 , o { \ \ .6 / Dull Olson Weekes - IBI Group - Architects, Inc. O TE LETON / o \ I 907 SW Stark Street Portland OR 97205 USA TR tel 503 226 6950 fax 503 273 9192 www dowa-ibigroup.com www.ibigroup.com o c 3 o cv 2 m rO I N ARK 1 °•• - > � ' W e a I o ti 2" 0.4 T 22 I . 9 A� . ~ I W o K. RE N O GO � t u 3 2 e • Now PARK _y v a. _ \ ILU tfI ` `. �• �°ate\ \ _ TR 0 ICv I (n TR s 9•- i 't. O TELVLT W LU In LLI 3 ° 10) 3 — - 17 0 7.8 O o = 00 r'O'.. •r. °. – --- -- BALL FIELD w> ` L o - 2' Master dJ •`� '>• ' O GOAL POST Q o a Wj 4 VI N Zo d .. m O fI C 3 [ ] [W] [ K 2.50 ' ,. IC V a• oI O a JGV �� ,� '] •r. c _Ia ° 04 19 I 0 0 r— 3 16 GATE I A }+ 2 A:I + r \ •° '�` 'nl vent o ICV I W 21' 5.2 j 'D ■ Q ti O O " / �- Icv O tet- s , ° 8•s I 1 0 0 / H M M \ 18 8'so / _ L � we 5" CU 7.8 / _� � Co O -- LO LO O' om 3 �' - a :— L STREET TE PLET w w ] [W) [W] OH — U U OHU NE LL 171 OHU '6k— OHU 3 D - - 1I �d d a._ a " 8" A R C H IT E C T U RE LOT 20 MATCHLINE SEE SHEET L4.3 LOT 22 LOT 21 I 12562 SW Main Street Tigard,Oregon 97223 503.224.5238 •d nick®atlas-aAom IRRIGATION LEGEND _ _ _ _ Sch.40 PVC Irrigation Sleeve, min. 2x size of encased pipe SYMBOL MODEL RADIUS GPM Sch.40 PVC Mainline, 2" unless otherwise indicated Existing Mainline Rainbird 1800-SAM-PRS Series (Radius and GPM shown at 30 PSI), 8/1-704Existing Mainline to be Abandoned ♦ 4 O 5 Series MPR Nozzles, F, H, Q 5' .41, .20, .10 1"-Sch. 40 PVC lateral line * * # 8 Series MPR Nozzles, F, H, Q 8' 1.05, .52, .26 1 1/2"-Sch. 40 PVCPVC lateral line • e O 10 Series MPR Nozzles F, H, Q 10' 1.58, .79, .39 Sch. 40 PVC lateral line, size as indicated k e y p I a n V 0 0 12 Series MPR Nozzles F, H, Q 12' 2.60, 1.30, .65 2 Ca • e O 15 Series MPR Nozzles F, H, Q 15' 3.70, 1.85, .92 Rainbird XFD-09-12 Dripline, 30"dia., center on tree phase Bid & Permit 0) 0 D 15-SST, 15 RCS, LCS MPR 4'x 15' x 30' 1.21, .49 Cd ® 15-9SST 9'X18' 1.73 1 Description of remote control valve zone, gpm, and size. "Existing" indicates existi �• x L valve. "E" after valve number indicates new valve wired to existing controller. See date February 8, 2019 JI Rainbird 5000 Series Rotors w/MPR Nozzles @ 35 PSI, , 7/1-704 revisions ® F, H, Q as required 30' 5.08, 2.59, 1.23 NOTES H LLJ Z U SYMBOL PRODUCT MODEL 1. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR Z, Control Valve,4/1-704 Per specifications 952-001-0090. You may obtain copies of the rules by calling the center. (Note:the 3 Quick Coupling Valve, 5/1-704 Per specifications telephone number for the Oregon Utility Notification Center is (503)232-1987). 2. System is designed too operate at 60 sl at point of connection. NotifyOwners Isolation Valve, Line Size, 2/1-704 Per specifications Y 9 P P LO ® Representative prior to beginning work if field measurements differ. LO Manual Drain Valve , 6/1-704 Per specifications 3. Irrigation laterals, mainline and valves may be shown outside planter areas for N 0 Flow Sensor, 3/1-704 Per specifications diagrammatic purposes only. Locate irrigation equipment inside planter areas c Point of Connection See Civil Plans except where irrigation sleeves indicate that piping is to cross under paving. E 26 Existing Wire Splice Box/#of wires(see note 8.) 4. Unless otherwise indicated, use 4" pop-ups in lawn areas and 6' pop-ups in shrub project ect# 16055 areas. 0 Q Hunter 42 Station Controller, 1/1-704 Per specifications 5. Pipe to be sized so that velocities to not exceed 5 feet per second. Irrigation Plan 6. Use existing control wires to operate new valves with "E"after valve number. E Co 0_ C" boxcates valve to be wired to existing controller from wires at existing were splice � U � U 00 NL4m2 0 10 20 50 FEET I" L C CV rn E 7= inU u IW] [W] w] — — U U OHU NE LL a MATCHLINE SEE 2 SHEET L4. a,. .ass. ss 81, • .,5 • 8"SS 8'SS + •81SS• . . . . . . . . . . . 81.55• .•. S .,5 ��55_ 5 r . " NO PARK FIRE LANE GATE [SD] [SD] [SD] [SD] D] [SD SD] ISD] 37E [SD] SDI [SDI I5 [SD GENE HB RD 3 0 30 2" 2.6 .y 04 38E n y TRAN0 C, 2" 1.3 01B RDIR — — - - - - a y "yy SII 2 __.. 2 r� a " i I IBI ogo1 1 / I Dull Olson Weekes - IBI Group a °� y Al Architects, Inc. b Cv o Di 907 SW Stark Street Portland OR 97205 USA � J tel 503 226 6950 fax 503 273 9192 yy HBO _ www.dowa-ibigroup.com www.ibigroup.com U a. — RD d U CH a a ° - PLAY STRUCTURE AREA ° C y01 • • • r o NO PARK O a < ° { OREGON • � r RD ° P \ Or , •.e \err•:, y>r A \ HB J 2� ° ( 1 [W] W r O y // 'p^ HB `w„`' O LOT 19 ,a.. RD Iw] [W] IW] IWl IwI Y/ t I 39E a I e ° 40E a' I CN 016.16 5" 6/1O2 '^1.5 CU CU O a r • a a - a a ", • ° d a •a ° .ter e e _ •� : a � � : i illlill�IiIIII�IIIIIIIIIIIiIIIIit ° ° � C 0 0 1 1 LOT 18 ° ` " � "IIIIIII�III l�Ililllllilllllillllli I Iii ' - A � • . !I i L M M 111111 iIII �' lililil, I�'IIIiII Loo6 1 1 1 co LO LO `J Iilllllll II i !IIIIII!II! I I !IIIIII!IIIIII � �._• .� �® lil Ililllllilllllillllli e •" I I I I I I M I n< t t "° ® I I VIIII •a ua d p III . .a L A N D S C A P E A R C H IT E C T U R E GATE R 12562 SW Main Street Tigard,Oregon 97223 503.224.5238 - , "_". • nick6allas-lasom IRRIGATION LEGEND _ _ _ _ Sch. 40 PVC Irrigation Sleeve, min. 2x size of encased pipe SYMBOL MODEL RADIUS GPM Sch. 40 PVC Mainline, 2" unless otherwise indicated Existing Mainline Rainbird 1800-SAM-PRS Series (Radius and GPM shown at 30 PSI), 8/1_704 Existing Mainline to be Abandoned ♦ O O 5 Series MPR Nozzles, F, H, Q 5' .41, .20, .10 1"- Sch. 40 PVC lateral line # # # 8 Series MPR Nozzles, F, H, Q 8' 1.05, .52, .26 1 1/2"- Sch. 40 PVCPVC lateral line • O 10 Series MPR Nozzles F, H, Q 10' 1.58, .79, .39 Sch. 40 PVC lateral line, size as indicated k e y p I a n Z V 0 0 12 Series MPR Nozzles F, H, Q 12' 2.60, 1.30, .65 2 cc • C O 15 Series MPR Nozzles F, H, Q 15' 3.70, 1.85, .92 Rainbird XFD-09-12 Dripline, 30"dia., center on tree phase Bid & Permit ■ 19 15-SST, 15-RCS, LCS MPR 4'x 15'x 30' 1.21, .49 ® 15-9SST 9' X18' 1.73 Description of remote control valve zone, gpm, and size. "Existing" indicates existi �• x valve. "E"after valve number indicates new valve wired to existing controller. See date February 8, 2019 JI Rainbird 5000 Series Rotors w/MPR Nozzles @ 35 PSI, , 7/1-704 revisions 3o F, H, Q as required 30' 5.08, 2.59, 1.23 NOTES H Z U SYMBOL PRODUCT MODEL 1. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility 0 Control Valve, 4/1-704 Per specifications Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the center. (Note: the Quick Coupling Valve, 5/1-704 Per specifications telephone number for the Oregon Utility Notification Center is (503)232-1987). H Isolation Valve, Line Size, 2/1-704 Per specifications 2. System is designed to operate at 60 psi at point of connection. Notify Owners LO ® Representative prior to beginning work if field measurements differ. L Manual Drain Valve , 6/1-704 Per specifications 3. Irrigation laterals, mainline and valves may be shown outside planter areas for Flow Sensor, 3/1-704 Per specifications diagrammatic purposes only. Locate irrigation equipment inside planter areas © Point of Connection See Civil Plans except where irrigation sleeves indicate that piping is to cross under paving. e, ro ect # 16055 E HIS Existing Wire Splice Box/#of wires (see note 8.) 4. Unless otherwise indicated, use 4" pop-ups in lawn areas and 6" pop-ups in shrub p 1 0 Hunter 42 Station Controller, 1/L704 Per specifications 5. Pipe to be sized so that velocities to not exceed 5 feet per second. Irrigation Plan 6. Use existing control wires to operate new valves with "E"after valve number. E 2M t1 boxcates valve to be wired to existing controller from wires at existing wire splice U IiIqV L Lo LijCD 0 10 20 50 FEET m3 tie o a) N to LO 4Dr1 a L IBI Dull Olson Weekes - IBI Group Architects, Inc. I907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com II I O�� I I I I PGS I I I 12^33 .s Q��� I z 3 s.s I I 2"35.s I ���� z,36 s l I �1 T 9 ED LOT 20 LOT 19 LOT 18 LOT 17 6 LOT 15 LOT 14 LOT 1 N GA N GAT 77/ Z N GA — N — — — O��GIIO L � -G TE 9PE Allay 37 2" 9.3 LU W 2 I LOT 57 W / BLEACHERS BENCH W v eFti W . Oy Z J o � I _ 38 Z U X - - - .BASE _DIAMOND _ - � 1 ' O IN - 2 V J . . u LOT 58 O w O m — N O U N ' O GOAL POST IN T o ' ED -4-111 BALL FIELD R( `V ~ OIN CU > I � � Q o ti o d- - 0 f+ M M co 2� N CU LOT 59 rlCv CO LO LO � 39 z" a.s milt aa. aa. aa. aa. aa. aa. aa. aa. a. a. a. aa. a. a. a. a. aa. ■■■ aa. 5 — — — I MATCHLINE SEE SHEET L4.5 L A N D S C A P E A R C H I T E C T U R E I 2 12562 SW Main Street / Tigard,Oregon 97223 503.224.5235 _ nick®atlasla.com IRRIGATION LEGEND _ _ _ _ Sch.40 PVC Irrigation Sleeve, min. 2x size of encased pipe SYMBOL MODEL RADIUS GPM Sch.40 PVC Mainline, 2" unless otherwise indicated Existing Mainline Rainbird 1800-SAM-PRS Series (Radius and GPM shown at 30 PSI), 8/1-704 Existing Mainline to be Abandoned ♦ O O 5 Series MPR Nozzles, F, H, Q 5' .41, .20, .10 1"- Sch. 40 PVC lateral line # # # 8 Series MPR Nozzles, F, H, Q 8' 1.05, .52, .26 �— 1 1/2"-Sch. 40 PVCPVC lateral line • S O 10 Series MPR Nozzles F, H, Q 10' 1.58, .79, .39 � Sch. 40 PVC lateral line, size as indicated k e y p I a n V 0 0 12 Series MPR Nozzles F, H, Q 12' 2.60, 1.30, .65 2 c • e O 15 Series MPR Nozzles F, H, Q 15' 3.70, 1.85, .92 phase Bid & Permit a� Rainbird XFD-09-12 Dripline, 30" dia., center on tree ■ C 15-SST, 15-RCS, LCS MPR 4'x 15'x 30' 1.21, .49 U ® 15-9SST 9'X18' 1.73 �" 1 x Description of remote control valve zone, gpm, and size. "Existing" indicates existi a date February 8, 2019 valve. "E" after valve number indicates new valve wired to existing controller. See (�/ �l Rainbird 5000 Series Rotors w/MPR Nozzles @ 35 PSI, , 7/1-704 revisions ® F, H, Q as required 30' 5.08, 2.59, 1.23 NOTES H Z LLI 0 SYMBOL PRODUCT MODEL U 1. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility I Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 2�1Control Valve, 4/1-704 Per specifications 952-001-0090. You may obtain copies of the rules by calling the center. (Note:the 3 Quick Coupling Valve, 5/1-704 Per specifications telephone number for the Oregon Utility Notification Center is (503)232-1987). 2. System is designed too operate at 60 sl at point of connection. Notify Owners Isolation Valve, Line Size, 2/1-704 Per specifications Y 9 P P P fY L ® Representative prior to beginning work if field measurements differ. o Manual Drain Valve , 61L704 Per specifications co 3. Irrigation laterals, mainline and valves may be shown outside planter areas for min 0 Flow Sensor, 3/1-704 Per specifications diagrammatic purposes only. Locate irrigation equipment inside planter areas © Point of Connection See Civil Plans except where irrigation sleeves indicate that piping is to cross under paving. E Q6 Existing Wire Splice Box/#of wires(see note 8.) 4. Unless otherwise indicated, use 4" pop-ups in lawn areas and 6" pop-ups in shrub project # 16055 areas. p i0 Hunter 42 Station Controller, 1/1-704 Per specifications Q 5. Pipe to be sized so that velocities to not exceed 5 feet per second. Irrigation Plan 6. Use existing control wires to operate new valves with "E" after valve number. E arn indicates valve to be wired to existing controller from wires at existing wire splice LO U OX. LP _U �� L6 (D 0 10 20 50 FEET L4m4 o U) C N Ef 1-0 0 / 39 2" 8.5 MATCHLINE SEE SHEET L4.4 2 0 °ICv / °ICv / I ICV / � LOT 60 ° 10a L I B I IALL FIELD i I Dull Olson Weekes - IBI Group Architects, Inc. °ICv 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com ICv # 40 I 2., 8.5 — — — 61 I 9 � 2 SON j OREGON` C �I ~ I w w W WI W J I SCOREBOARD _ 0I - - - - glICV / \ LOT 62 o / 17 I � 0 Oj G TE 241a.5 °ICV I BASEBALL DIAMOND 2 O O C U ti 00 O 63 co �i I— I ICv / -- Q O I` ° BEN I � � I T L_ U) IqT NT BLEACHER / CIO I p M M APPROXIMATE LOCATION 5 coLO LO / SHED / D OF SANITARY SEWER LINE O O PERAS-BUILTS 55 MATCHLINE SEE SHEET L4.3 GATE 1 .- 8"S « 8,.SS , , — PARCEL2 ALRAC H ID TSE CC T U RE ..S 5 �iSS� S g„�L � � S� S g„58— S 8.. 8"55 55 i 12562 SW Main Street Tigard,Oregon 97223 503.224.5238 nick®atlasla.com IRRIGATION LEGEND _ _ _ _ Sch.40 PVC Irrigation Sleeve, min. 2x size of encased pipe SYMBOL MODEL RADIUS GPM Sch. 40 PVC Mainline, 2" unless otherwise indicated Existing Mainline Rainbird 1800-SAM-PRS Series (Radius and GPM shown at 30 PSI), 8/1-704 Existing Mainline to be Abandoned ♦ 4 O 5 Series MPR Nozzles, F, H, Q 5' .41, .20, .10 1”- Sch. 40 PVC lateral line # # 4 8 Series MPR Nozzles, F, H, Q 8' 1.05, .52, .26 —f— 1 1/2"- Sch. 40 PVCPVC lateral line • e O 10 Series MPR Nozzles F, H, Q 10' 1.58, .79, .39 k e y p I a n Z Sch. 40 PVC lateral line, size as indicated V 0 0 12 Series MPR Nozzles F, H, Q 12' 2.60, 1.30, .65 2 12 • C O 15 Series MPR Nozzles F, H, Q 15' 3.70, 1.85, .92 0) Rainbird XFD-09-12 Dripline, 30"dia., center on tree phase Bid & Permit Cd ■ R 15-SST, 15-RCS, LCS MPR 4'x 15'x 30' 1.21, .49 ® 15-9SST 9'X18' 1.73 Description of remote control valve zone, m, and size. "Existing” indicates existi �- X P 9P 9" valve. "E"after valve number indicates new valve wired to existing controller. See date February 8, 2019 �I Rainbird 5000 Series Rotors w/MPR Nozzles @ 35 PSI, , 7/L704 revisions ® F, H, Q as required 30' 5.08, 2.59, 1.23 NOTES Z W SYMBOL PRODUCT MODEL U 1. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 2:1Control Valve, 4/1-704 Per specifications 952-001-0090. You may obtain copies of the rules by calling the center. (Note: the 3 Quick Coupling Valve, 5/1-704 Per specifications telephone number for the Oregon Utility Notification Center is (503)232-1987). 1- ® Isolation Valve, Line Size, 2/1-704 Per specifications 2. System is designed to operate at 60 psi at point of connection. Notify Owners Representative prior to beginning work if field measurements differ. O Manual Drain Valve , 6/1_704 Per specifications Co 3. Irrigation laterals, mainline and valves may be shown outside planter areas for ❑F Flow Sensor, 3/1-704 Per specifications diagrammatic purposes only. Locate irrigation equipment inside planter areas c © Paint of Connection See Civil Plans except where irrigation sleeves indicate that piping is to cross under paving. E ❑w 6 Existing Wire Splice Box/#of wires (see note 8.) 4. Unless otherwise indicated, use 4" pop-ups in lawn areas and 6" pap-ups in shrub project ect # 16055 areas. p Hunter 42 Station Controller, 1/L704 Per specifications Q 5. Pipe to be sized so that velocities to not exceed 5 feet per second. Irrigation Pall c 6. Use existing control wires to operate new valves with "E" after valve number. E indicates valve to be wired to existing controller from wires at existing wire splice O_ rn U OX. LO U 00 N LO-0 Lb 0 10 20 50 FEET L4m5 ~_ L p a)CN N E � nU / \ I 01 d I T w w TR �� FO ` T i T W , T T T Z \— FO \ EV LT I °a I Z 9s FO FO FO FO FO FO FO —'any---- FO FO FO FO FO Z I �C� —4 SS a v _ 8"SS ry I I = �� a"ss 4.S5 12"Sp O . an a„SS8"SS —� ::ass a„ssPAR EL3 24” G — 8 sS \ 8"SS I SW INEZ STREETZn 14 13 d N 8'SS �S t \ W SS W W W W W W W W m ' 28 VIT LOT 1 4 38 TO He ' I 90 GSA — — OHU 17-11 _ , d - 'b {'" art `r • �k: 1 �.i' .<. y ' 4.- it • :.:: _'. .... .: ._ ,' .. .-.. , -.' s..., .. • _ ::,'ice: 't . n.:. _... h 2 d �h -.1�5 't •Y }_- t r.1 .t tai 1• I IBI �... 2 ACRS I Dull Olson Weekes - IBI Group •,:. Architects, Inc. 4 VITS 907 SW Stark Street Portland OR 97205 USA , 8 I tel 503 226 6950 fax 503 273 9192 d .' COSS www.dowa-ibigroup.com www.ibigroup.com ry 42 NAD a W t r Qu lity Facility lanting -I (see legend) VVVVV 23 VIDA I I 4 t l I ' ' ED 9 w 139 ADH 4= • 5 C JA ` 1 e CHT Lor zo ro z I 6 C S r $0N I ILCH r OREGON °isy 11 61 ILCH r 0 d GASA 7 NADH 5 28 NA1!# +s C 'M1.. ♦ ..4 j r �..J t +J 3 z nt 100 GASA 11 CH 7NADH t j ^' 5 ADH 4 ILCH 24 COSS CHTS N z 4 CHTS 5 IL 2a F > In I 26 CHTS 00 W 3 11 VITS / i t fn cl 1 W T a u 52 CHTS t y, n*rhf s � a.LUz loo '�L CHTS / rY J N Z Z lxwz 0 n Q F a 47 NA H ° LL / 70 PROL7 U0 / m / 5ILCH / 0 4 ILCH m 5 NADH 7 NADH / / , ' r ° L _V 5 NADH •L 10 ILCH \ ��/�� 10 CHTS VJ 45 PRO17 / 0 5 ILCHv. Q e c 25' 25' 12�HT360 / \ \ N C. Casr ) 4hITS I O ADH y ;, �/� }� -p 07L 51 sT = 5 NADH 5 ILC a ID j O O 5 NAD \ \ 11 IL — — M M 5 1LQ� P RK 10 S 4 Rf CU U) M M O C�D LO L0 27 NADH/ 4P/OL 481LCH I 1 S / y40 CHTS u _ 4� S� I B o i, . MATC NE SEE SHEET L5.2 N o c A U E L A S 3� I A R C H I T E C T U RE C N r 'BO rr a .. 12562 SW Main Street I 5 NADH A Tigard,Oregon 97223 roP 12"S - / >:,%::. ' , r 503.224.5238 12 COSS ° .. ... nick@atlas-le.com , PLANT LIST General Notes: Water Quality Planting Notes: Notes: 1. Quantities indicated in legend are for entire project. Legend is repeated on each sheet for ease of reference. KEY BOTANICAL NAME COMMON NAME SIZE SPACING COUNT 2. Sizes are based on ANSI standards. "M" indicats multi-stem, 3 minimum, "W" indicates width in inches. 1.All area at and below high water in the Storm Water Quality Facility shall be stabilized with coco fiber mesh and 4'-2” river rock @ 3" 3. Bark mulch shall be placed in all shrub beds. "Bark only" symbol is shown against buildings to indicate 3' mature setback depth per specification. Do not place bark mulch below high water level or in dry seed area. TREES 4. Install root barriers at street trees and other locations where trees are planted within 5'of pavement and curbs. ACRS Acer rubrum 'Red Sunset' Sunset Maple 2" 30 6 5. Blend three (3)varieties in equal parts. Clean Water Services Planting Requirements: CEJA Cercidiphyllum japonicum Katsura Tree 2" 30 22 Vegetated Swale: MVJW Magnolia virginiana 'Jim Wilson' Sweet Bay Magnolia #15M 12 5 1793 s.f. (sides: 1220 s.f., bottom: 573 s.ft.) k e y p I a n 2 AGAR Quercus garryana Oregon White Oak 1.5" 30 8 Required planting for sides: ULMO Ulmus'Morton' Accolade Elm 2' 30 12 WATER QUALITY FACILITY PLANTING Trees (s.f.x .01) = 12, 12 provided Shrubs (s.f. x .05)=61, 67 provided. Phase Bid & Permit m TREES: 6 v SHRUBS SYM KEY BOTANICAL NAME COMMON NAME # SIZE SPACING CD ABEG Abelia x'Edward Goucher' Pink Abelia #5 5 124 N AMAL Amelanchier alnifolia Western Serviceberry #1 4 10 • VINE Acer circinatum Vine Maple 12 2 gal./2' As shown date February 8, 2019 JI CHTS Choisya ternata'Sundance' Sundance Mexican Orange #5 3.5 308 COSB Comus sedoea'baileyi' Bailey Red Twig Dogwood #1 4 16 SHRUBS: reVISIOnS COSS Comus sericea'Silver&Gold' Silver& Gold Dogwood #5 4 88 ~ GASA Gaultheria shallon Salal #1 2.5 264 SYM KEY BOTANICAL NAME COMMON NAME # SIZE SPACING W HODI Holodiscus discolor Ocean Spray #1 4 11 U ILCH Ilex crenata 'Hellen' Heller Japanese Holly #3 3 206 O AMAL Amelanchier alnifolia Serviceberry 10 #1 - 2' ht. 48" o.c. NDHD Nandina domestica'Harbor Dwarf Harbor Dwarf Nandina #3 2 116 C COSB Comus stolonifera Red-osier Dogwood 16 #1 - 2' ht. 48" o.c. C NADH Nandina domestica'Harbor Dwarf Harbor Dwarf Nandina #1 2 456 (DH HODI Holodiscus discolor Ocean Spray 11 #1 - 2' ht.. 48"o.c. Hca OECE Oemleria cerasiformis Indian Plum #5 5 109 U RISK Ribes sanguinium Red Flowering Current 9 #1 - 2' ht. 48"o.c. PHOP Physocarpus opulifolius 'Jemfam' Amber Jubilee Ninebark #5 4 19OS SPDO Spirea douglasii Douglas Spirea 11 #1 - 2' ht. 48"o.c. LO PROL Prunus laurocerasus'Otto Luyken' Otto Luyken Laurel #5 3.5 194 SYAL Symphoricarpos alba Snowberry 10 #1 - 2' ht. 48"o.c. C) RISK Ribes sanguineum 'King Edward VII' Red Flowering Currant #1 4 9 SCOS Schizostylis coccinea 'Oregon Sunset' Crimson Flag #1 1.5 15 rn SPDO Spirea douglasii Western Spirea #1 4 11 GROUND COVERS: CSYAL Symphoricarpos albus Common Snowberry #1 4 10 r0 ect# 16055 E THOE Thuja occidentalis 'Emerald' Emerald American Arborvitae 5' 2.5 38 SYMBOL BOTANICAL NAME COMMON NAME # SIZE SPACING P 1 VIDA Viburnum davidii David Viburnum #5 4 181 Wet 3438 1"x 6" plug 6/s.f. QVITS Viburnum tinus'Spring Bouquet' Compact Viburnum #5 5 128 25% Carex obnupta Slough Sedge 25% Carex rossi Rossi Sedge Planting Plan CUGaultheria shallon Salal SP-4 1.5' 6506 25%Juncus patens Spreading Rush CU Scriptus microcarpus Small-fruited bulrush Prunus laurocerasus'Mt. Vernon' Mt. Vernon Laurel #5 5' 660 U RM Ery Dry 0.028 acres @ 8 lbs. /acre 00 (D Bark Only(see note 3.) 50%Agrostis oreonesis Oregon Bentgrass LLb 50%Agrostis idahoensis Idaho Bentgrass 0 10 20 50 FEET i Seeded Lawn (Non-irrigated) Perennial Ryegrass(see note 5) seed 7/lbs./1000 L5ml o m N Cn inU 8. SS 4 PROL ; ' ` ` • � •° 48 ILCH S MATCHLINE SEE SHEET 40 CHTS 4 ACRS BR ASK •� �} C vii ;�g � r r t : 5 x t ° _e• I 5 NADH 12 COSS tl I 20 NADH 54 NDHD / ' f e • iy C . 53 VIDA \ XN WA S 00L' �J IKE ° ° E I 50 ILCH CV NAD I V jz 118Af \ \ 00 a Dull Olson Weekes IBI Group \ ArchitectInc. v 3 TR " e s" l Street Portland tel03 26 6 50fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 014 x . ti y ya ICV \ O 3 ARK 100 i T LLJ Au ° 0 - > a O OREGON Q � " ° 5MVJW 4, VIDA J EAR ya PARK - `vim 'e• LU UJ N • TR °• V C7 0 IC TR s TELVLT ce W CO ° IW Z_ I ti0 " I J - I � Q P• , I Ic i O O r 3 VI .3 u ° BALL FIELD I �J F C 3, j I v) i a s`• ;� �' O GOAL POST Q as f •. n S _ \ �n r: + :. •♦ n ICV O C o O ° y� I — C CV c I o v ti /1 d� JAAA7 Ll � ,•� � i��i r � *, � � LL V/ P co OICV I �_ t 0 s'1 ABE CV O d 14 a � •— I ' t'w � ' y ' , � r ` .� 3 �3 .oma /�� U) \�// O M M r 60 G° . lf) o 0 8U LO 811SS , e f ._ /r _ O3„ r 4–i aF e. a e • a e QB„ • a- STREET TE PLET Mvt I [w] CR IWJ [w] U N _ U OHU NE LL °q L A N D S C A P E \ LOT 22 LOT 21 I LOT 20 MA�HLINE SEE SHEET° L5.3 s A R c H r T E c r u R E I 12562 SW Main Street\ Tigard,Oregon 97223 I I I •- —— 503.224.5238 °a •` _ - nick@atlas-la.com PLANT LIST General Notes: Water Quality Basin Planting Notes: 1. Quantities indicated in legend are for entire project. Legend is repeated on each sheet for ease of reference. KEY BOTANICAL NAME COMMON NAME SIZE SPACING COUNT 2. Sizes are based on ANSI standards. "M" indicats multi-stem, 3 minimum, "W" indicates width in inches. 1.All area at and below high water in the Storm Water Quality Facility shall be stabilized with coco fiber mesh and J"-2" river rock @ 3" 3. Bark mulch shall be placed in all shrub beds. "Bark only"symbol is shown against buildings to indicate 3' mature setback depth per specification. Do not place bark mulch below high water level or in dry seed area. TREES 4. Install root barriers at street trees and other locations where trees are planted within 5'of pavement and curbs. ACRS Acer rubrum 'Red Sunset' Sunset Maple 2" 30 6 5. Blend three (3)varieties in equal parts. Clean Water Services Planting Requirements: CEJA Cercidiphyllum japonicum Katsura Tree 2" 30 22 Vegetated Swale: MVJW Magnolia virginiana 'Jim Wilson' Sweet Bay Magnolia #15M 12 5 1793 s.f. (sides: 1220 s.f., bottom: 573 s.ft.) k e y p I a In Z QGAR Quercus garryana Oregon White Oak 1.5" 30 8 Required planting for sides: ULMO Ulmus'Morton' Accolade Elm 2" 30 12 WATER QUALITY FACILITY PLANTING Trees (s.f. x .01) = 12, 12 provided rn TREES: Shrubs (s.f. x.05) =61, 67 provided. Phase Bid & Permit Ca SHRUBS SYM KEY BOTANICAL NAME COMMON NAME # SIZE SPACING iv ABEG Abelia x'Edward Goucher Pink Abelia #5 5 124 AMAL Amelanchier alnifolia Western Serviceberry #1 4 10O VINE Acer circinatum Vine Maple 12 2 gal./2' As shown date February 8, 2019 �I CHTS Choisya ternata 'Sundance' Sundance Mexican Orange #5 3.5 308 Q COSB Cornus sedea 'baileyi' Bailey Red Twig Dogwood #1 4 16 SHRUBS: reviSI0f1S COSS Comus seriea'Silver& Gold' Silver& Gold Dogwood #5 4 88 Z GASA Gaultheria shallon Salal #1 2.5 264 SYM KEY BOTANICAL NAME COMMON NAME # SIZE SPACING W HODI Holodiscus discolor Ocean Spray #1 4 11 U ILCH Ilex crenata 'Hellen' Heller Japanese Holly #3 3 206 A AMAL Amelanchier alnifolia Servieberry 10 #1 - 2' ht. 48" o.c. �I NDHD Nandina domestica 'Harbor Dwarf Harbor Dwarf Nandina #3 2 116 O COSB Comus stolonifera Red-osier Dogwood 16 #1 - 2' ht. 48" o.c. 56 3 OECE Oemlera1 NADH Nandina d errasifo m estica 'Harbor Dwarf HarbondianrPlumrf Nandina #5 5 409 OO RISK RibesHolodrscus sanguini mlor Ocean Red Flowpray ering Current 91 #1 - 2' ht. 48" o.c. 11- PHOP Physocarpus opulifolius 'Jemfam' Amber Jubilee Ninebark #5 4 19 s SPDO Spirea douglasii Douglas Spirea 11 #1 - 2' ht. 48"o.c. LO PROL Prunus laurocerasus'Otto Luyken' Otto Luyken Laurel #5 3.5 194 OY SYAL Symphoricarpos alba Snowberry 10 #1 - 2' ht. 48"o.c. CDRISK Ribes sanguineum 'King Edward VII' Red Flowering Currant #1 4 9 SCOS Schizostylis coccinea 'Oregon Sunset' Crimson Flag #1 1.5 15 SPDO Spirea douglasii Western Spirea #1 4 11 GROUND COVERS: a> SYAL Symphoricarpos albus Common Snowberry #1 4 10 ro ect # 16055 E THOE Thuja occidentalis'Emerald' Emerald American Arborvitae 5' 2.5 38 SYMBOL BOTANICAL NAME COMMON NAME # SIZE SPACING P 1 VIDA Viburnum davidii David Viburnum #5 4 181 Wet 3438 1"x 6" plug 6/s.f. Q VITS Viburnum tinus'Spring Bouquet Compact Viburnum #5 5 128 25% Carex obnupta Slough Sedge 025% Carex rossi Rossi Sedge Planting Plan Gaultheria shallon Salal SP4 1.5' 6506 25%Juncus patens Spreading Rush d25% Scriptus microcarpus Small-fruited bulrush Co Prunus laurocerasus 'Mt.Vernon' Mt.Vernon Laurel #5 5 660 00 v Dry 0.028 0.028 acres @ 8 lbs./acre oo avi � Bark Only(see note 3.) �%///�I 50%Agrostis oreonesis Oregon Bentgrass _ 141:1-050%Agrostis idahoensis Idaho Bentgrass 0 10 20 50 FEET L51 r-_` Seeded Lawn (Non-irrigated) Perennial Ryegrass (see note 5) seed 7/lbs,/1000 o h 04 inU ] HIJ ° d. „s .,ss " + ..++..++.++++++..o u oNE a ' " MATCHLINE SEE SHEET L5.2 . . . . . . , . . . . SS s^ssg"ss $ $ ss =Not „ � 8 . . Ss $s 511° <� I 11 CHTS Al ' 0 NAD NO PARK PHOP FIRE IANE GATE [SD] [SDI [SDI [SDI D] [S SDI ] 43 VID ISD] [SD] l5D] [S [So GENERATOR HB D 3 3 0 9 CH 0 5P 8N H h TRAN d — - - O G18 JB E — - - - - - RD .' :.t . o� d - h :J 5 ULMO r� y � t 10aIBI 1b°j ❑ I' 3 - d ti 0 R,y Dull Olson Weekes - IBI Group '14 � Architects, Inc. 0 8^ 5 CHTS / p I 5 PHOP 907 SW Stark Street Portland OR 97205 USA 16"0 5 ILCH tel 503 226 6950 fax 503 273 9192 U e HBO 9 CHTS B www.dowa-ibigroup.com www.ibigroup.com • � ` RD U . 6 PHOP g" o a° n � 0 61LCH y5 ICH e , . d o Q ° •Yb a •• l •'� ° • ° } C • I l d d T♦ � d '+ j 1 C 1 4 CO P + e 4 No d SON PARK _ I 3 012 \ } ' % x tiY r RD r Ol�GllO j \ yo 6 CHTS Os `� I e NN \ \ 6ILCHn. S. ti /_ I \ \Pvv Q } 1 •v x r ; A lx k f 4t {" Y r s fp s ` O • d \ J J a I L Y x I _ I HB a o� L J I ,: IWI v QP } h > z v t t c ?e v L IWI L 1 y wV HB o 20 VI 2 LOT 19 .a.. RD ` - [W] lw] ] [W] lwl IW] 7ILCH a t 8 CHT n t r a i \s s•. nj+ °•.. a� (7 O I •d a - T P II'`Illb a .,a' `' • '°CO: . + << ` ° Com`)/ •d F � r� r w r I f _ 3 LCH r I 6 HTS 5C r d k 1 , Y y 1 C S F O • 2' • I a• ° L :�r 1 YFr S r U - y J 5.J F i / U N ° 2" ' -d •.d ti d s t,:' a y p„ '. 1 I J I n } ra` a k r t + r ck_. h un r i v \ 9' , • d 4 W ! ,h' � 4 t4 S .,♦ f L A f Y Y ' T � 7}'�.. 211 ° ♦d: 111 IIII r < } F r ,_.e •j % \A , rr , ,x F:� F ` /�\ co CM d 8 O - r M d - f.. h \ -S / d Q _ r V1 a • ; • a . 11111 I I I I I I I ti _ II III • III IIIIIIIIIII d , LOT iB IIIIIII II IIIIIIIIIIIII IIII III • ♦_+ L ?� ch ch 06„ _ _ IIIIIII II II !I! !Li O c i M d 1 1 1 1 1 1 qp IIIIIIIIIIIII IIIIIIIIIIIII _� BOO ,, LO • a 11111111 I I 1111 11111111 / x, ,� r-0 LO —� ® III III III IIIIIII I— I— ® !IIII!Iilll! li !11!11!11! !!11!11!11 .a r ;; , d- .� �II111 11111111 ® d IIIIIIIIIII II�IIIII�IIII ° 1 I a .a ® VIII- iy d . a AL RAC H IT TSE C T U RE GATE $ p p 12562 SW Main Street d • Tigard,Oregon 97223 E 9 503.224.5238 nicktatlas Ia.= PLANT LIST General Notes: Water Quality Basin Planting Notes: 1. Quantities indicated in legend are for entire project. Legend is repeated on each sheet for ease of reference. KEY BOTANICAL NAME COMMON NAME SIZE SPACING COUNT 2. Sizes are based on ANSI standards. "M" indicats multi-stem, 3 minimum, "W" indicates width in inches. 1. All area at and below high water in the Storm Water Quality Facility shall be stabilized with Coco fiber mesh and J"-2" river rock @ 3" 3. Bark mulch shall be placed in all shrub beds. "Bark only" symbol is shown against buildings to indicate T mature setback depth per specification. Do not place bark mulch below high water level or in dry seed area. TREES 4. Install root barriers at street trees and other locations where trees are planted within 5'of pavement and curbs. ACRS Acer rubrum 'Red Sunset' Sunset Maple 2" 30 6 5. Blend three (3)varieties in equal parts. Clean Water Services Planting Requirements: CEJA Cercidiphyllum japonicum Katsura Tree 2" 30 22 Vegetated Swale: MVJW Magnolia virginiana 'Jim Wilson' Sweet Bay Magnolia #15 M 12 5 1793 s.f. (sides: 1220 s.f., bottom: 573 s.ft.) k e y p I a n QGAR Quercus garryana Oregon White Oak 1.5" 30 8 Required planting for sides: ULMO Ulmus'Morton' Accolade Elm 2" 30 12 WATER QUALITY FACILITY PLANTING Trees (s.f. x .01)= 12, 12 provided Shrubs(s.f. x .05) =61, 67 provided. phase Bid & Permit ICU TREES: rn SHRUBS SYM KEY BOTANICAL NAME COMMON NAME # SIZE SPACING (D ABEG Abelia x'Edward Goucher' Pink Abelia #5 5 124 date February 8 2019 N AMAL Amelanchier alnifolia Western ServiGebeny #1 4 10 • VINE Acer circinatum Vine Maple 12 2 gal. /2' As shown 1 JI CHTS Choisya ternata 'Sundance' Sundance Mexican Orange #5 3.5 308 Q COSB Cornus sehcea 'baileyi' Bailey Red Twig Dogwood #1 4 16 SHRUBS: reVISI011S Coss Cornus sericea'Silver& Gold' Silver& Gold Dogwood #5 4 88 GASA Gaultheria shallon Salal #1 2.5 264 SYM KEY BOTANICAL NAME COMMON NAME # SIZE SPACING WHOD] Holodiscus discolor Ocean Spray #1 4 11 lex crenata 'Helleri' er Japanese AMAL anchier I NDHD INandina do estica'Harbor Dwarf Harlbor Dwarf Nandilna #3 2 1106 O C COSB Comlus sto onifera Ila Red-osier Dogwood 16 #1 - 2' ht. 48" o.c. NADH Nandina domestica'Harbor Dwarf Harbor Dwarf Nandina #1 2 456 OO HODI Holodiscus discolor Ocean Spray 11 #1 - 2' ht.. 48" o.c. 3 OECE Oemleria cerasiformis Indian Plum #5 5 109 O RISK Ribes sanguinium Red Flowering Current 9 #1 - 2' ht. 48"o.c. H PHOP Physocarpus opulifolius'Jemfam' Amber Jubilee Ninebark #5 4 19 O SPDO Spirea douglas]i Douglas Spirea 11 #1 - 2' ht. 48"o.c. Ery PROL Prunus Iaurocerasus 'Otto Luyken' Otto Luyken Laurel #5 3.5 194 O SYAL Symphoricarpos alba Snowberry 10 #1 - 2' ht. 48"o.c. LO RISK Ribes sanguineum'King Edward VII' Red Flowering Currant #1 4 9 co SCOS Schizostylis coccinea'Oregon Sunset' Crimson Flag #1 1.5 15 U) SPDO Spirea douglasii Western Spirea #1 4 11 GROUND COVERS: SYAL Symphoricarpos albus Common Snowberry #1 4 10 project # 16055 THOE Thuja occidentalis'Emerald' Emerald American Arborvitae 5' 2.5 38 SYMBOL BOTANICAL NAME COMMON NAME # SIZE SPACING � VIDA Viburnum davidii David Viburnum #5 4 181 Wet 3438 1"x 6" plug 6l s.f. o VITS Viburnum tinus'Spring Bouquet' Compact Viburnum #5 5 128 25% Carex obnupta Slough Sedge p 25% Carex rossi Rossi Sedge Planting Plan c wigGaultheria shallon Salal SP-4 1.5' 6506 25%Juncus patens Spreading Rush AN 11 CCo T 25% Scriptus microcarpus Small-fruited bulrush CI Prunus laurocerasus 'Mt. Vernon' Mt.Vernon Laurel #5 5' 660 00 v pry 0.028 acres @ 8 lbs./acre CD Bark Only(see note 3.) � 50%Agrostis oreonesis Oregon Bentgrass Ery L5m3 50%Agrostis idahoensis Idaho Bentgrass 0 10 20 50 FEET ±n Seeded Lawn (Non-irrigated) Perennial Ryegrass(see note 5) seed 7/lbs./1000 o °D C14 NMEMO LID_ tiU i i i i i i i i i i 10a L IBI Dull Olson Weekes - IBI Group I Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 4REGO T 9EDLOT 20 LO 9 LOT 1 LOT 17 L 6 LOT 15 T 14 LOT 1 SON TEN SH - GATE 9P E � a 10" L �^�, 61 OECE z .W _ ;3" 4" LOTS ACHERS W BENCH f, U 0 2,. Z_ V m Z n 18" BASEB ,DIAMOND - �• ICv 8 QGAR c u LO 58 O J m ' p N o GOAL POST a Cv O U CN 3 BALL FIELD CO oICV - Cp N '�, Q O � I / � � I / 4 ♦� � M c— � Cn I ICV �P�N / CD L0 L[7 0 I LOT 59 I I 1 1 8 L A N D S C A P E 4 MATCHLINE SEE SHEET L5.5 A R C H I T E C T U RE 12562 SW Main street Tigard,Oregon 97223 503.224.5238 R00atlas-16.000 PLANT LIST General Notes: Water Quality Basin Planting Notes: 1. Quantities indicated in legend are for entire project. Legend is repeated on each sheet for ease of reference. KEY BOTANICAL NAME COMMON NAME SIZE SPACING COUNT 2. Sizes are based on ANSI standards. "M" indicats multi-stem, 3 minimum, "W" indicates width in inches. 1.All area at and below high water in the Storm Water Quality Facility shall be stabilized with corn fiber mesh and 4"-2" river rock @ 3" 3. Bark mulch shall be placed in all shrub beds. "Bark only"symbol is shown against buildings to indicate 3'mature setback depth per specification. Do not place bark mulch below high water level or in dry seed area. TREES 4. Install root barriers at street trees and other locations where trees are planted within 5'of pavement and curbs. ACRS Acer rubrum 'Red Sunset' Sunset Maple 2" 30 6 5. Blend three (3)varieties in equal parts. Clean Water Services Planting Requirements: CEJA Cercidiphyllum japonicum Katsura Tree 2" 30 22 Vegetated Swale: MVJW Magnolia virginiana 'Jim Wilson' Sweet Bay Magnolia #15 M 12 5 1793 s.f. (sides: 1220 s.f., bottom: 573 s.ft.) '- QGAR Quercus garryana Oregon White Oak 1.5" 30 8 Required planting for sides: k e y p I a n ULMO Ulmus'Morton' Accolade Elm 2" 30 12 WATER QUALITY FACILITY PLANTING Trees(s.f. x .01) = 12, 12 provided Shrubs (s.f. x .05)=61, 67 provided. phase TREES: P Bid & Permit 0 i; SHRUBS SYM KEY BOTANICAL NAME COMMON NAME # SIZE SPACING ABEG Abelia x'Edward Goucher' Pink Abelia #5 5 124 N AMAL Amelanchier alnifolia Western Serviceberry #1 4 10 O VINE Acer circinatum Vine Maple 12 2 gal./2' As shown date February 8, 2019 �l CHTS Choisya ternata 'Sundance' Sundance Mexican Orange #5 3.5 308 COSB Cornus sericea 'baileyi' Bailey Red Twig Dogwood #1 4 16 SHRUBS: Coss Cornus sericea 'Silver& Gold' Silver& Gold Dogwood #5 4 88 reVISI0r1S Z GASA Gaultheria shallon Salal #1 2.5 264 SYM KEY BOTANICAL NAME COMMON NAME # SIZE SPACING Z U HOD[ Holodiscus discolor Ocean Spray #1 4 11 ILCH Ilex crenata'Helleri' Heller Japanese Holly #3 3 206 U AMAL Amelanchier alnifolia Serviceberry 10 #1 - 2' ht. 48"o.c. ` NDHD Nandina domestica 'Harbor Dwarf Harbor Dwarf Nandina #3 2 116 /\ C) COSB Comus stolonifera Red-osier Dogwood 16 #1 - 2' ht. 48"o.c. NADH Nandina domestics 'Harbor Dwarf Harbor Dwarf Nandina #1 2 456co HOD] Holodiscus discolor Ocean Spray 11 #1 - 2' ht.. 48"o.c. OECE Oemleria cerasiformis Indian Plum #5 5 109 R RISK Ribes sanguinium Red Flowering Current 9 #1 - 2' ht. 48"o.c. PHOP Physocarpus opulifolius'Jemfam' Amber Jubilee Ninebark #5 4 19 rs )� SPDO Spirea douglasii Douglas Spirea 11 #1 - 2' ht. 48"o.c. LO PROL Prunus laurocerasus'Otto Luyken' Otto Luyken Laurel #5 3.5 194 �r V l SYAL Symphoricarpos alba Snowberry 10 #1 - 2' ht. 48"o.c. C=) RISK Ribes sanguineum 'King Edward VII' Red Flowering Currant #1 4 9 Cfl SCOS Schizostylis coccinea 'Oregon Sunset' Crimson Flag #1 1.5 15 en SPDO Spirea douglasii Western Spirea #1 4 11 GROUND COVERS: SYAL Symphoricarpos albus Common Snowberry #1 4 10 E THOE Thuja occidentalis 'Emerald' Emerald American Arborvitae 5' 2.5 38 SYMBOL BOTANICAL NAME COMMON NAME # SIZE SPACING project # 16055 VIDA Viburnum davidii David Viburnum #5 4 181 Wet 3438 1"x 6" plug 6/s.f. O VITS Viburnum tinus 'Spring Bouquet' Compact Viburnum #5 5 128 25% Carex obnupta Slough Sedge 25% Carex rossi Rossi Sedge Planting Plan FRI Gaultheria shallop Salal SP-4 1.5' 6506 25% Juncus patens Spreading Rush d25% Scriptus microcarpus Small-fruited bulrush LO Ca Prunus laurocerasus'Mt.Vernon' Mt.Vernon Laurel #5 5' 660 rn � Dry 0.028 acres @ 8 lbs./acre 00 a) Bark Only(see note 3.) 50%Agrostis oreonesis Oregon Bentgrass C6-0 C ////a 50%Agrostis idahoensis Idaho Bentgrass 0 10 20 50 FEET I--i Seeded Lawn (Non-irrigated) Perennial Ryegrass(see note 5) seed 7/lbs./1000 L5m4 o (1) CV N ,:3 U')� inU 7 -1 - MATCHLINE SEE SHEET L5.4 B„ o° °ICV °ICv 02„ - - CV LOT 60 I oII � I IALL FIELD Dull Olsones - 1131 Group Architects, 36" °ICv 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 26" ICV # 34" V I 28 - — - 1 9 I 50" SON jROEWN, ' ti N � IJ F- LLJ W I �pN1N �vIN 38" 2 WI W WI W J I SCOREBOARD 2 r ICV / \ LOT 62 ° 6" ( 1 w ° I I I I I m I I }+ Q 30" •L 311 N ID D D D , 12 BASEBALL DIAMOND °ICV I I I . . _ - 42 O I i � 0 Di 4„ o v CV — — — C rn U w 8' 0 o CU CIO > •— Q O ti ° BEN e��G� �y5 ` ' � � � � L M / \ CU � BLEACHER 48 OECE R= O M CD 3' APPROXIMATE LOCATION $`� 3 C.D Ln LO O O / \ I • 3 OF SANITARY SEWER LINE / SHED DF PERAS-BUILTS 6„ +--% P. � I S,•c,5 1 I 0 .•MATCHLINE•SEE.SHEET L5.3� ^;s', ;^ GATE .`. ^ ^ 8•1�.��"9t.-��"g���'55��55� S ^�'5�1^ �•5 55� S � ^ _ — — PARCEL 2 A R C H I T E C T U R E 8„ „S 8" ^8"SS 'S5 ^ ../ . L A N D S C A P E g5 11 CHTS mow 12562 SW Main Street Tigard,Oregon 97223 0 NADH ^ 503.224.5238 PLANT LIST General Notes: Water Quality Basin Planting Notes: 1. Quantities indicated in legend are for entire project. Legend is repeated on each sheet for ease of reference. KEY BOTANICAL NAME COMMON NAME SIZE SPACING COUNT 2. Sizes are based on ANSI standards. "M" indicats multi-stem, 3 minimum, "W" indicates width in inches. 1. All area at and below high water in the Storm Water Quality Facility shall be stabilized with coco fiber mesh and 45"-2" river rock @ 3" 3. Bark mulch shall be placed in all shrub beds. "Bark only" symbol is shown against buildings to indicate 3' mature setback depth per specification. Do not place bark mulch below high water level or in dry seed area. TREES 4. Install root barriers at street trees and other locations where trees are planted within 5'of pavement and curbs. ACRS Acer rubrum 'Red Sunset' Sunset Maple 2" 30 6 5. Blend three (3)varieties in equal parts. Clean Water Services Planting Requirements: CEJA Cercidiphyllum japonicum Katsura Tree 2" 30 22 Vegetated Swale: MVJW Magnolia virginiana 'Jim Wilson' Sweet Bay Magnolia #15 M 12 5 1793 s.f. (sides: 1220 s.f., bottom: 573 s.ft.) k e y p I a n QGAR Quercus garryana Oregon White Oak 1.5" 30 8 Required planting for sides: ULMO Ulmus'Morton' Accolade Elm 2" 30 12 WATER QUALITY FACILITY PLANTING Trees (s.f. x .01)= 12, 12 provided Shrubs(s.f. x .05) =61, 67 provided. phase Bid & Permit ca TREES: rn Cd SHRUBS SYM KEY BOTANICAL NAME COMMON NAME # SIZE SPACING CDABEG Abelia x'Edward Goucher' Pink Abelia #5 5 124 0 AMAL Amelanchier alnifolia Western Serviceberry #1 4 10 O VINE Acer circinatum Vine Maple 12 2 gal. /2' As shown date February 8, 2019 2l CHTS Choisya ternata 'Sundance' Sundance Mexican Orange #5 3.5 308 COSB Cornus sericea 'baileyi' Bailey Red Twig Dogwood #1 4 16 SHRUBS: revisions COSS Cornus sericea 'Silver& Gold' Silver&Gold Dogwood #5 4 88 Z GASA Gaultheria shallon Salal #1 2.5 264 SYM KEY BOTANICAL NAME COMMON NAME # SIZE SPACING LU HODI Holodiscus discolor Ocean Spray #1 4 11 U ILCH Ilex crenata 'Hellen' Heller Japanese Holly #3 3 206 �J AMAL Amelanchier alnifolia Serviceberry 10 #1 - 2' ht. 48" o.c. I NDHD Nandina domestics 'Harbor Dwarr Harbor Dwarf Nandina #3 2 116 CC COSB Cornus stolonifera Red-osier Dogwood 16 #1 - 2' ht. 48" o.c. NADH Nandina domestica'Harbor Dwarr Harbor Dwarf Nandina #1 2 456 H HODI Holodiscus discolor Ocean Spray 11 #1 - 2' ht.. 48" o.c. 3 OECE Oemleria cerasiformis Indian Plum #5 5 109 C) RISK Ribes sanguinium Red Flowering Current 9 #1 - 2' ht. 48"o.c. H PHOP Physocarpus opulifolius'Jemfam' Amber Jubilee Ninebark #5 4 19 Os� SPDO Spirea douglasii Douglas Spirea 11 #1 - 2' ht. 48" o.c. LO PROL Prunus Iaurocerasus'Otto Luyken' Otto Luyken Laurel #5 3.5 194 , SYAL Symphoricarpos alba Snowberry 10 #1 - 2' ht. 48" o.c. LO RISK Ribes sanguineum 'King Edward VII' Red Flowering Currant #1 4 9 co SCOS Schizostylis coccinea'Oregon Sunset' Crimson Flag #1 1.5 15 i SPDO Spirea douglasii Western Spirea #1 4 11 GROUND COVERS: SYAL Symphoricarpos albus Common Snowberry #1 4 10 THOE Thuja occidentalis 'Emerald' Emerald American Arborvitae 5' 2.5 38 SYMBOL BOTANICAL NAME COMMON NAME # SIZE SPACING project # 16055 VIDA Viburnum davidii David Viburnum #5 4 181 Wet 3438 1"x 6" plug 6/s.f. o VITS Viburnum tinus'Spring Bouquet' Compact Viburnum #5 5 128 25% Carex obnupta Slough Sedge 0 � 25% Carex rossi Rossi Sedge Planting Plan c Gaultheria shallon Sala] SP-4 1.5' 6506 25%Juncus patens Spreading Rush t� 25% Scriptus microcerpus Small-fruited bulrush LO Cts Prunus laurocerasus 'Mt.Vernon' Mt.Vernon Laurel #5 5' 660 U oo Bark Only(see note 3.) �D/ry g g g 0.028 acres @ 8 lbs./acre LC')� ILL%%////',I 50%A rostis oreonesis Oregon Bentgrass Lri 50%Agrostis idahoensis Idaho Bentgrass 0 10 20 50 FEET L5m5 Seeded Lawn (Non-irrigated) Perennial Ryegrass (see note 5) seed 7/lbs./1000 C:) Cu CV N 1Z:) LO--- U-) Use 4' wide form panels Comply with all Insert metal nosing per aligning form ties as shown. requirements of the OSSC � specs.12" Tread (typ.) Adjacent sidewalk Skate deterrent per specs, L6.1 Control Joint center on panel, both sides 5 ti Riser heights to be equal Concrete, c.i.p; 3/4" (typ.) L6.1 Typical Handrail a Q between landings. g., chamfer on top edge. 4 1' 1' 1'T71 Ls 1 Typical StepTTT #3 bar cont. at nose (typ.) 4 Q 2" c QD #4 @ 12" o.c. ea, ef. TW see grading plan #3 @ 12" o.c. e.w. � • terminate vertical bars w. `O a a o Chamfer between panels & TS per grading plan #3 @ 12" O.C. E. W. N std. hook into ftg, alt. hooks. i-2'� at top and sides per below: ° ate: Tread Lu Lu X. g L � All risers to be equal height v2" between to and bottom of F Q Concrete shall be 3000 psi f- 1 Structural backfill " ui P a a a minimum. III-I I1=1I I-I I1= (4) #4 continuous 3/4 3/a" a step, see plan for number of I B I =III -III-III-III_ a _ � ° a1 1 v risers °' IIL- III-III- - longitudinal & #4 @ 24 o.c. ti ° o : Apply slip-resistant broom • _ _ II-I -I d finish to tread surfaces. transverse a ° BS per grading plan N 1=11 = o Structural subgrade per Dull Olson Weekes - IBI Group I -I E °. See Ian for ad'acent Finish grade, see grading p f recommendations 2'-6- Architects, Inc. paving. 2'-6" �� Footing �10"� Structural subgrade 907 SW Stark Street Portland OR 97205 USA Structural subgrade Comply with all applicable n Structural subgrade rOVISIOnS Of the OSSC. tel 503 226 6950 fax 503 273 9192 1 . 16 Concrete Seat Retaining Wall 2. Seatwall Elevation 3. Typical Concrete Stair 4. Typical Step P www.dowa-ibigroup.com www.ibigroup.corn MONSOON Scale: 3/4" = 1'-0" Scale: 1/2" = 1'-0" Scale: 3/4" = 1'-0" Scale: 3" = 1'-0" Comply with all Joint pattern varies, see 1/4" requirements of the OSSC plan Finished surface j T J Sealant depth: meet requir- 1-1/2" SCH 80 steel pipe - Light broom finish ments of sealant manufact- Tooled sealant concave �' a �' 9 -_ __ __ _---- ----- - Arrow indicates direction, urer for joint width. surface a ° ° 1/8" R. Typ. both edges -- - - -= see plan o ° $ a M Center handrail 4" from -_ -= -- 3/8^typ. 1/4" tooled radius at cast-in ° °<° _ .a Tooled groove SON edge of stairs. -- -_ -_ -_ Concrete per specs, 3000 place concrete paving psi min. 41 ° a , 1' - - Concrete OREGON in Add intermediate posts at - = = 3"0 compacted aggregate $ Finished surface ° ° ° intervals < 6' or as required _________________ leveling course, depth as ° °; ° e Concrete �9PE to meet OSCC deflection Plan view -_ -_ -_ _= regruired Sealant Tooled ° . requirements. Center on -_ -- -_ _= Structural subgrade per ° °° � a ° Bond Breaker .� treads. Comply with Geotechnical a . a approved shop drawings recommendations ° o a ° ° Control joints shall be tooled ° ° or, in selected locations, ° ° 4 Expansion joint fill ° . Set handrail in non-shrink 4 material - extend to bottom grout a ° ° ° a - °a ° ° ° Q ° ° . �, a ° .�°, location. See plan for e ° ° : ° of concrete. Do not use - a backer rod. ° ` Crimp pipe or weld dowel to - - - - _ ° e : All sawcut joints shall be cut ° o ends of I e Crosse -� =� -� �_ I ' 7 Install isolation joints at ° PiP - I -1 I 1=� I- Lg 1 Isolation Joint intervals not to exceed 45' ° as soon as practicable after 1 pouring and prior to �---� Pipe finish shall be and in place to control joints Sawcut occurence of uncontrolled 6" hot-dip galvanized. L3.1 Control Joint and at other locations as indicated in specifications. cracking. 5. Handrail 6. 4" Concrete Paving 7. Isolation Joint 8. Control Joint Scale: 3/4" = 1'-0" Scale: 1" = 1'-0" Scale: 6" = 1'-0" Cale: 1-1/2" _ - U •L 1-1/2" sch 80 steel pipe Top rail }+ hot dip galvanize after fabrication. Rail tie Q Hinge Opening Post top Hinge Opening Post top face to face face to face s' Max slope handrail to match post � post � � Post top ramp, see grading plan 2 1/2" 21/2" Latch post 21/2" 21/2" Hinge post O Fence fabric w/ slats - Chain link fabric per specs Chain link fabric per specs � N Comply with OSCC P P P P requirements. Line Post O (� ti ` Fulcrum latch Double Fulcrum latch (�/� rn Install inside of handrail 12" x x Tension bar O from edge of concrete 2" rnd. gate frame (4 sides) 2" md. gate frame (4 sides) _ M Bottom rail0-1111 y +� Intermediate post, space Tension bar (4 sides) Tension bar (4 sides) C equally not to exceed 6' IF IM Include privacy slats where Cont. weld See schedule on detail 8, 2.1 " Cont. weld See schedule on detail 8, indicated MOICU sheet L703 for post and sheet L703 for post and > O footing dimensions footing dimensions 10' max spacing Note: Use knuckle option for C o top and bottom fabric G O O a° Height ('H') to match Height ('H') to match rn Top of ramp adjacent fence unless adjacent fence unless A �= L � � 14;T otherwiseindicated otherwise indicated (a O Cr) co Opening size per plans Opening size per plans C) ^ Conc. footing, (typ.) P 9 P P P 9 P P Chain Link Post and Rail Sizing Chart �_ � 0 0 fig• - Fence End, Gate and Mid/Brace �% 9. Ramp Handrail Bottom of ramp 10. Single Leaf Chain Link Gate 11 . Double Chain Link Gate Height Corner Posts Line Posts Top Rail Rail :- Scale: 3/4" = 1'-0" Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" <-6' 2.375" 2.375" 1.625" 1.625" 8' 4.0" 2.375" 1.625" 1.625" Building wall, fence or other 4' chain link fence 10' 4.0" 2.875" 1.625" 1.625" vertical obstruction (where (where occurs, see plan) L62 Wood Fiber Surfacing A N o S A P E occurs, see plans) 12' 4.0" 2.875" 1.625" 1.625" ARCH i r e c r u R E Extend curb 6" beyond 16' 6.625" 4.0" 1.625" 1.625" 1256Tigard, Wan Street Concrete Ramp fence posts in shrub areas, 3 503.224.5238 Varies, 7'@ fen r'ry " Mckoati I9.tam 12" in lawn areas. 18' 6.625" 4.0" 1.625" 1.625 Concrete curb Sidewalk Edge 3000 psi min. concrete Place contraction joints at Ls 2 Wood Fiber Surfacing SECTION AA Fill Wood Fiber Surfacing to equal spacing @ 15' o.c. 3 above lowest ramp Chain Link Post Footing Sizing Chart 6" max. Adjacent paving surface as shown Fence End, Gate and End, Gate and Line Post Line Post A Height Corner Depth Corner Diameter Depth Diameter I_I11III=III=1 Apply light broom finish in 8" 1 Structural subgrade s6' 36" 10" 30" 10" 1III=1T_I=11H11= longitudinal direction. III III 111_111=1 ° • 8' 42" 12 36" 10" LI I 1I 1=1I 1= ° III I I II+H I I�I I I�-i �r , ,,.;.N. � "' I Notes: ° . 1111_111-III-II I_II I_II I III-III= Structural subgrade per a , r .� ,w,4 Yr f . 1. Conc. shall be 3000 si 42^ 12^ P io ' io 10' 48" 16" n l-I a n i-n -n -n -u n l i 1 _�r •x* 9 k e y P I a n Geotech recommendations r ;,, 4 n :, ii �_ �I 2. Install contraction joints 1- - in curb b late " a 12' 54" 16" 48" 12" y P a 12 • 112 9.12^-� phase Bid & Permit Zf•t;' r•,. •-t. { , -' I II SIF--II I - Where ends of mow curb -L� III I -I insertion and removal 11 III-III 16' 66" 26" 60" 16" rn abut walks or curbs their IT ^. II-III=1 at 15 o.c. co I �-LII-I IGIII=III ,. 5' I s' -I tops shall be flush. �� �IITII ill ITII 11 �TI I i I� I�i 11- 3. Apply light broom finish �C- =Ti-n ��IL ul�lr -111- 1=I 1�1 l : A 18' 7z^ 26" 66" 16^ „�„_,;,_,-„�I _,,,_,,,�,� „ , , ,;,=,,�I „ m_ in longitudinal direction PLAN date February 8, 2019 L �I revisions 12. Concrete Mow Curb 13. Play Area Curb Fence 14. Playgound ADA Ramp 15. Chain Link Fence LU Scale: 3/4" = 1'-0" Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Scale: 1" = 1'-0" U co 3 H CD CD co project # 16055 E U o Landscape Details am U.�, U � VL6ml cow N i ti N O � N to inU Embedded bike rack per Form conc. dome to drain specifications. ° 3' 3' 4" SCh 40 galy. steel pipe Concrete paving Cast in place rubber Engineered wood fiber playground surfacing (EWF) playground surfacing Install plumb (by others) (by others) Comply with Manufacturer's Fill pipe with concrete 3/4- crushed aggregate OO 000 000 -,A ,. fir; fA °writteninstructions. ,..p ' ' Non-woven filter fabric - see -'n, 'fc5 . P Finish rade ogo G�40000G14o� Engineered wood fiber �5 r ,yam;; }, _ s ecifications 9 C�Ogo°o oQo°0Doo°o�C�'Doo°o�0 Rte. (by others) Thicken slab at rack locationT o ocn Oo cl+ Drainage aggregate, see Minimum concrete 000�0000OgooCsO000�'O000 0000 Compacted subgrade 00 00 000 0 0 P 9 o0G�90 oOG�ogo o specifications ri — 0 0 0 0 0 0 encasement on all sides of III—III— I I—III— I II—III—III—ll�lll—IIf-III=IIIJII= X111=III—IIID n 1=III-III III-III Drill through center, insert II—III—III—III—IIIJII-IIIJII— —III=III=IIIElII i1 footing to be 3" _ IH1I=III=III=IIHIHII�II-III 1I�L�III—III-111J Coordinate installation work III=III=III—III—III—III=III=III=111 1 _ Slope subgrade 1% min. to III=111— I1—III and weld #4 rebar dowel —III—III—III—IIIJII-III—III —III—III / I B I II—III—III—III—III—III—III—IIIJIHII—III—III—III—III with la equipment and III=III=III=III—III—III=III-1111 III=1 drain 1=III=III III I play —III-III—III=III=III=III=III=III=11 II Install racks with 3' front and ih I I I—I I I— ° 11—I I N I I II�II I II�II I II I II I II�1=1=11111111111 �II �II I II I II I II I II I II I II I II I II111 surfacinginstaller. —II El e L—...i I —II I I I I=1 11=1 11=1 I I—III—III—III—I 11=1 11=1 I I_ back clearances between " 9" =III lIElIElIElIIJIL=III-III-III-11 L- Structural subgrade walls, and aisles I I I-1 I I= a — 1= I Verify aggregate depth, =111=1 C 1= Concrete footing Dull Olson Weekes - IBI Group locations, compaction with *Note: Depth of EWF Architects, Inc. =1 =1 =1 =1 1 11 1-1 I— 1=1 1=1 1=1 1=111 Install racks with side 1=I I I=I I = surfacing installer. depends on required critical 111=111=111=III=III—III—III—III=III-111-I II-III=III-III=111— III=111- <� ° I1=111=11 clearances of 18 to walls — a III—III Finish shall be fall height. Coordinate with and aisles III1 - I-1 I - -1 I I= I= I HPC-6 (Yellow) play equipment 907 SW Stark Street Portland OR 97205 USA manufacturer. tel 503 226 6950 fax 503 273 9192 1 . Bike Rack Space racks at Ton center. 2. Pipe Bollard see paint specifications 3. Cast in Place Rubber Playground Surfacing 4. Wood Fiber Playground Surfacing www.dowa-ibigroup.com www.ibigroup.com Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" Scale: 1" = 1'-0" Scale: 1" = 1'-0" Slope surface 2% toward Cap existing slope 1.625" O.D. Top Rail Slope to drain, see civil plans = T 9 Surfacing shall be flush with Rail tie • • • adjacent landscape Adjacent paving, see grading ��• plans SON Construct side slopes to I s Chain Link Fence R3j4� s' a � match existing not to 2" sch 80 post 4000 PSI, Low Slump Concrete OREGON �2%_ exceed 7:1 horiz. to vert. p (typ•) with fiber reinforcement per — — _ specifications* �9pE tea' 111-111—IIL—II 1.625 O.D. Bottom Rail � v ooOho OGL4o OG�'o , , A - I I I I I=1 I I—III N 00o O oo D000 Doc Oo0 I-111_111--11 ; ' 0 00 00 �Q°ooO III III Fine aggregate leveling N Nominal 2" of Compacted - IIIJII III II1-111_III—III—III I—III— III III=III—II course Leveling Aggregate I I I IJ I�I I I III III—III—III-J I— I III I I III—II I �i IIIJII=III=III=III—III=III=IIIJI1- 1=III=11 — —III-11 6' Max. Finish grade TCompacted or Undisturbed III=III=11111=III=III=III=III— ILII — H11-III=_= Crushed aggregate base ( yp.) `\� 8" I IJ 11=11 JI I IJ I I I JI I IJ I I JI I J I =111=1 = Subgrade course Fasten fabric to back (uphill) 9" side of posts. Geotextile s o2 Guardrail Attachment Compacted or undisturbed Note: Gaps between subgrade guardrail and wall shall not 5. Fine Aggregate Surfacing 6. Chain Link Guardrail exceed 3-1/2" 7. Concrete Curb All striping 2" width, white Scale: 1" = 1'-0" Scale: 1/4" = V-0" Scale: 1" = 1'-0" V Paint shall be Federal spec 'L TT-P-1952 E Type 1 Concrete curb - Pathway width shall be as N Use airless striper Building wall shown on plan. M � Chain link gate � X Q Apply 15 mil. thickness 12' i 4' a' a' 6' chain link fence with slats Align pathway or pad with 5106 PGE Oldcastle hinge side of door 6" from O Precast Concrete 20' clear width opening gate door face at 900 open All lines to be straight andTransformer Vault (see ' ° with 120° swing, no center position. — 0 true, with sharp edges p ] N electrical plans) v post. Install cane bolts with 0 CN Specified goal post, 4 4 0 �o holes to allow gates to be in Q �V^ backboard and basket Vault to be set flush with top fully open and closedv J of curb. positions. At double doors pathway 11C.) O Install per manufacturers N width shall be as shown but Pour concrete apron around not less than double door N �--+ co instructions. 4 vault flush with top of curb 5 20 2 x width plus 6" on each side. _� rn 4 and vault. o L6 2 Pipe Bollard Provide Oregon licensed a t Q � � ( YP• of 7) Utilize this layout at all door CD structural engineering 4 3 ; > o v Maintain T minimum \ locations unless otherwise •� drawings for footing design. clearance around \� shown or dimensioned. o � transformer per PGE t ti - io requirements. 6. rn L � Cn CO Install 4' chain link fence Lo 4 wth slats in concrete apron LO LO LO 6" from edge 8. Basketball Court 9. Transformer Pad 10. Trash Enclosure Detail 11 . Typical Path Alignment Scale: 3/8" = 1'-0" Scale: 1/4" = 1'-0" Scale: 1/8" = 1'-0" Scale: 1/4" = 1'-0" (Min E W1111IM-) L A N D S C A P E A R C H IT E C T U RE 32562 SW Main Street Tigard,Oregon 97223 503.224.5238 niek0atlas-la.aom k e y p l a n phase Bid & Permit U U N date February 8, 2019 i J ate, revisions Z LU U ca 3 I— In C) o m a) project # 16055 E U O Landscape Details � Co C1. CD � U � U L61 cow I_ N N N U") Carson valve box or equal Valve box w/ extension Standard valve box w/ locking cover Waterproof connectors Controller Specified ball valve, match ;� Min. 10x pipe dia. pvc sch. �. 30„ length coiled wire o line size 80, 20” min. 3„ Junction box � ` . � Sch 40 male adapters l� Id tag Waterproof connections 1.5" PVC sch. 40 conduit PVC mainline RED Flow sensor ass specified Sch 80 PVC ball valve and fittings =--I p o^ m — Spec'd remote control valve 1" PVC Sch. 40 conduit and 6" of 8-8" Q drain rock with P.E. 39 Comm. wire (19 I B I fittings to power supply; filter fabric underrlayment Foolgauge 3 pr) home run from r, 3.. 5.. coordinate connection to 6 depth g -8 Q drain rock power supply with on flow sensor location, no — with fabric undedayment electrical contractor. cornernc. paver under each splices accepted 10 min. Dull Olson Weekes - IBI Group Low voltage wires to zone Min. 5x pipe dia. PVC sch. Architects, Inc. control valves 80, 10" min. Sch 80 PVC unions 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 1 . Irrigation Controller 2. Isolation Valve 3. Flow Sensor 4. Remote Control Valve www.dowa-ibigroup.com www.ibigroup.com Scale: 1/2" = V-0" Scale: 1" = V-0" Scale: 1" = V-0" Scale: 1-1/2" = V-0" Finish grade00 s 9 Quick coupling valve per Valve box w/ locking cover. Irrigation rotary head, as specs. �i�i� i��i �� /i Set flush with grade. specified I.& N : , ������� %�% � �� ��'�' �'� '`` OREGON ' Finish grade ����� ����������, Finish grade ,�ii� �i�. �� �Yii��i �\ii��i��i� ��%� i�����i��i'���i��i Undisturbed subgrade Valve stabilizer �NNii Schedule 40 PVC sleeve Finish grade/top of mulch18 viii j. C Drain rock Swing joint assembly, as Prefab swing joint assembly ���%��%� specified Nii����i Filter fabric ������ ����� \\\\�� ���,. Pop-up sprinkler Nipple to be a minimum of Manual drain valve \ Class 200 lateral line i�\//\ ��� MPT x 1/2" barb elbow 18 45 degrees off vertical min. Sch 40 PVC fittings 1/2 poly pipe min. SCH.40 PVC fitting Sch 40 threaded tee 15" length SCH 80 PVC nipple Note: Use teflon tape on all SCH 40 threaded tee PVC mainline threaded connections Class 200 lateral line CLASS 200 PVC mainline 2 cu. ft. of drain rock Use this detail for all rotors Note: Place quick coupler and whenever head flow in 12" round valve box exceeds 3 GPM where they occur in lawn 5. Quick Coupling Valve areas. 6. Manual Drain Valve 7. Rotory Pop-up Sprinkler 8. Pop-up Spray Head Scale: 1" = V-0" Scale: 1" = V-0" Scale: 1" = V-0" Scale: 1" = V-0" V .L Topsoil in selected areas of Excavate 3' to subgrade �+ shall have topsoil depths of after installation of curbs. W 3' as required by City of Q Tigard Urban Forestry Place topsoil to achieve 3' Stakes & ties as specified o Note: Dig planting hole EQ standards. of depth and compact to O ° twice the diameter of the 85% to prevent further Set root crown on mound 6" o o o e d root ball, and not less than Typical triangular spacing, See sheets 1-2.1-1-2.3 for settlement. 0 above surrounding grade a a 6" deeper than the rootball; space as indicated location. Q dN e p o (diagram not to scale) 0N backfill with native soil to p �, Slope subgrade at curbs to f` Bark mulch, min. 2" deep p, o a as ° a proper setting height. prevent undermining curbs. U a Space as indicated O Drip tubing (where shown) Set root crown even with Note: Place topsoil in all �_ '�— Place under bark mulch 2" mulch in planting bed, �, planting beds except where -*—a x the finish grade keepcrown of plant free ��i�!� �ii������i��i��i��i��i�i�ii��i��i��i��i��i p g p cu E from mulch �� ��� ����%��%�����%��%��%��%� �����������%��%��%� existing topsoil has not been Finish grade �� �� �� Bark mulch , min. 2 deep �ii�i �i�ii��i��i��i��i��i��i��i�ii��i��i��i disturbed by construction. Planting soil & fertilizer, ��i��� i���ii���i���i���i���i���i���i���i��i���i���i�ii_III=III=111111 See specifications for �i � ��� �� � ������ ��������� �������� " ��i��i ii�ii��i�ii�ii��i��i�ii�ii�ii��i��i —I 1—I 1=1 -1 -1 > _ Backfill with topsoil � Backfill soil mix, see specs %i���i��i �i��i����i ����i���ii; 6 min. ��i�� �i��i��i����i��i����i�������i��! I� 1 specific requirements. -� <k � � %�i�� Existing subgrade ��i���i� i���i���i���i���i���i���i���i���i���i� _III— 0 0 Lightly compacted native %iii ;!i�!i.��!i.�!i.��!i.�!i.��!i.!i�!i.���i.���i.�i� i i i�%�i�i��i�i��%�i 1 2x dia. of ����� Lightly compacted native �� ��� L= >b �0 d root ball soil �� <��<���<� X;��;!����������i' soil = = = = = = =1_11=111111- Undisturbed subgrade Undisturbed subgrade 9 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII—T— � � NO M M LO L0 9. Tree Planting 10. Shrub Planting 11 . Groundcover & Perennial Planting 12. Urban Forestry Tree Topsoil Scale: 1/8" = V-0" Scale: 1/2" = V-0" Scale: 1" = V-0" Scale: 1/2" = V-0" t t L A N D S C A P E A R C H1 T E C T U R E 12562 SW Main Street Tigard,Oregon 97223 503.224.5238 nick@atlas-la.com k e y p l a n Z o phase Bid & Permit U U N date February 8, 2019 i a revisions Z LU U I Z' cu 3 H LO Er) 0 co project # 16055 E U Landscape Details U co ul)� v L6m3 D � L co N co inU