The URL can be used to link to this page

Plans (18) F PS2O 19 -00030 GENERAL SITE NOTES )6) 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF I • WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. CONTRACTOR IS RESPONSIBLE FOR ,, ..rVISITING THE SITE AND BECOMING FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING. n n. 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO EXISTING SITE L DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT GENERAL DESIGN ELEVATIONS FOR I I NEW CONSTRUCTION PROVIDE PROPER PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. REPORT DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. ® it, / 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). CONTRACTOR SHALL ' NOTIFY CITY INSPECTOR(S) 72 HOURS PRIOR TO START OF CONSTRUCTION. ,. . :...... • ,....,:::. yw- 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL HAVE A MINIMUM OF ONE (1) SET OF PERMIT APPROVED PIANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. * c s •' � 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 LI�3� _,f11 �1 -J RESTORED TO AN "AS GOOD OR BETTER" CONDITION. D .J.II.LLLI.II,IU,I,I�IcII��I�I•I•i•U; _ ' _ _ l'= _ _._. f--- 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR AND HIS f1 ' / CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE _ ,4P 44 WORK. I B IQ IIIiiUI fl 'c :. zI Z7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. f>1 IIH-N. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. oDull Olson Weekes - IBI Group •.�,. 8. CONTRACTOR SHALL REFERENCE SOILS REPORT BY GRI DATED JUNE 28, 2017., ..,. . RECEIVEDArchitects Inc, ;• ' ' . MAR 5 2019 SW PEMBROOKST •r ••• �` 907 SWStarkStreet Poland OR 97205 USA GENERAL GRADING NOTES COFGARD tel 503 226 6950 fax 503 273 9192 BUILDING DIVISION 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. THE CONTRACTOR IS RESPONSIBLE FOR FIELD www.dowa-ibigroup.com www.ibigroup.com I p•'.; •'••. -' ��I�I�I�I�I�I• •�•��• ••'••... � VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING RIGHT-QF-WAY -•k = • f . LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. Q TWALITY . -y.,;. . •••i c•. !�i41 • - ••:•••' MIDDLE Nfot !► 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE FOR STAKING WITH A SCHOOL 4111":. LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY ARCHITECT FOR CONFORMATION TO DESIGN •� ;, .; ; ,z PRIOR TO CONSTRUCTION. • 0•� �•'= '��:•'� 't ` ' f!- 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS OTHERWISE INDICATED. °2''°7`'9 •• ••• j� �� BEd PROFFS my •f.'. ' '�' MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING WALLS AND DOORS. �c��- N ,j0 F kr i� • ,� *iv �� 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. ADEQUATE SHORING �� 79701PE9ff r '•Or,• *► ` ` o BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING ��= • '�„or, _ ALL PHASES OF CONSTRUCTION. DIGITALLY SIGNED ■• - O '��%� - OREGON •;•� •,1 /0 _ i0.7 "''"f - 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY CONSTRUCTION OR ,o lo i• rn zaa1 •• / _ = EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH AND RETURNED TO ORIGINAL EXISTING '�l/( �EO'� ;� ' ` -Zr.". •.•'�•t _ _ 77 CONDITIONS. DISTURBED LANDSCAPED AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT MARK • . * ♦ 0 SW MURDCGCK ST O/ PLANTINGS. DISTURBED NATURAL AREAS SHALL BE HYDROSEEDED TO REPLACE NATIVE COVER. "f w 1 1 1 i 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . Q - ' I EXPIRATION DATE: w3Y/rJ II - s _ `� _ �- - - - - - - - - DISTURBED GRAVEL AREAS SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. r - \ , T 1 � - s a - _ -� 1. ,_ ,, 6. ALL DITCHES, SWALES, GUTTERS, CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE CONSIDERED ACTIVE - _ 0 /] r STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING -y + 441"in, '� J / / J STORM WATER DRAINAGE AND DEWATERING OF WORK AREAS DURING CONSTRUCTION. _ 1 I t 7._ ; f - <11 /, 1 - 7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING CONSTRUCTION IN A �_ 7 ;/ - PRE-K/DISTRICT - - MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND COMPACTION OPERATIONS. i. = BUILDING I \ pi, u�,l �Ile,tuu ��nn19 / 8. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY MONUMENTS ARE '- _ -_ ,r2'' 1XX��Xa� i! *� � DISTURBED OR DESTROYED DURING CONSTRUCTION, CONTRACTOR SHALL RETAIN THE SERVICES OF A SSW MURDOCK ST REGISTERED LAND SURVEYOR TO RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE ull = i i NECESSARY SURVEYS AS REQUIRED BY STATE LAW. Illllllll I I ; . y _`- 1 I `-• b / : ! 9. COMPLETELY COVER ANY SOIL STOCKPILES WITH 6 MIL BLACK PLASTIC AND PROVIDE RESTRAINTS TO y I I P\\ _ _ •; . / HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS PART OF CONTINUOUS EROSION CONTROL PLAN. I� PLACE SILT FENCE COMPLETELY AROUND STOCKPILE. D 1 • 40 SHEET INDEX IZ 1 a ;ir1, 4, � �.+ ��+ 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE '� '' {,_..'N.�i CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES STANDARDS FOR MINIMUM EROSION U SHEET NUMBER SHEET TITLE 11. Q �- • . ;�* CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS i ' ; --�: FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE C0.1 COVER SHEET AND NOTES J L �� TEMPLETON -.i.�,•*= i UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND �"'' SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. CO.2 EXISTING CONDITIONS PLAN ' ELEMENTARY SCHOOL Cl) ,!� 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE 0 C1.0 DEMOLITION PLAN - - �4 "7' OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. C2.0 SITE PLAN - OVERALL I 7 ° rO A .I C2.1 SITE PLAN GENERAL UTILITY NOTES _ O C2.2 SITE PLAN C2.3 SITE PLAN 77 * \ 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD DRAWINGS AND 0 ', J- C2.6 C2.6 OVERALL SIGNAGE & CURB PAINT PLAN I- - - INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE SUBJECT TO FIELD VERIFICATION BY 11k0 U ti THE CONTRACTOR. CONTRACTOR SHALL VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES PRIOR 0, C2.7 OVERALL SIGNAGE LAYOUT DETAILS 1 ZiAll+`. lr• TO COMMENCING CONSTRUCTION. c C3.0 GRADING PLAN - OVERALL % i _ 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE CO C3.1 GRADING PLAN - !� FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS SECTION OR ANY OTHER SECTION. :�--' 171 CU co I IF If It if I - = �, c C3.2 GRADING PLAN _ _ f n I I I I I I n ` � ' I� i�� , ° 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND C3.3 GRADING PLAN t''+'' I I - J OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY C3.6 RETAINING WALL PROFILES I - _~ ;i\ ° * ** b � * * DIMENSION, COMPONENT PIECE, OR FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS j - RESPONSIBLE FOR PROVIDING A COMPLETE AND WORKING SYSTEM. o C3.8 GRADING DETAILS 4. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY C4.0 STORM PLAN - OVERALL , 7 NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR >1 1*---- - C4.1 STORM PLAN I 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE �+ L j c I TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). - d" C4.2 STORM PLAN Va EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN '^ C4.3 STORM PLAN I THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS O C3 PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. - C4.6 STORM PLAN I- 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 DURING CONSTRUCTION. C5.2 UTILITY PLAN SCALE: 1" = 100' C5.3 UTILITY PLAN 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE LATEST EDITION OF THE 'Tiff VALIDITY CI` I LF=6114i I- OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY CONSTRUCTION WITHIN THE PUBLIC UTILITY C6.0 DETAILS THE ISSUANCE OF A PERMIT EASEMENT SHALL CONFORM TO THE STANDARD REQUIREMENTS OF THE CITY OF TIGARD. C6.1 DETAILS BASED ON CONSTRUCTION 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. C6.2 DETAILS DOCUMENTS AND OTHER 111 SW Fifth Ave., Suite 2500 ABBREVIATIONS DATA SHALL NOT PREVENT Portland,OR 97204 8. SEE LANDSCAPE DRAWINGS FOR IRRIGATION LINES. 0: 503.227.3251 C6.3 DETAILS THE CODE OFFICIAL FROM F: 503.274.4681 AC ASPHALT CONCRETE FL FLOWLINE R RIM REQUIRING THE CORRECTION w503.27f.com C7.0 ESOP - COVER SHEET AD AREA DRAIN END FOUNDATION RD ROOF DRAIN OF ERRORS.OSSC 105.4 9• ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE UTILITIES UNLESS C7.1 ESCP - NOTES APPROX APPROXIMATE G GUTTER R.O.W RIGHT-OF-WAY OTHERWISE INDICATED. B BOLLARD GB GRADE BREAK S SLOPE (FT/FT) C7.2 SSCP EXISTING CONDITIONS BLDG BUILDING GL GAS LINE SD STORM DRAINDRAIN 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 OFFICE COPY 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 (;j'a'y OF TIGARD 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. R C8.2 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS CO CLEANOUT MH MANHOLE / FOR CODE COMPLIANCETC TOP OF CURB A k e y p l a n CD C8.3 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS CONC. CONCRETE MIN MINIMUM TG TOP OF GROUND Approved: 13. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD COTG CLEANOUT TO GRADE N NORTHING TP TOP OF PAVEMENT OTC.: 1 i . _ MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND ARCHITECT. 0 C8.4 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS CP CONTROL POINT O.D OUTSIDE DIAMETER TRANS. TRANSFORMER t Permit#t A DELTA OF OUTFALL TS TOP OF STAIR FRS-103 0 i 9- 04 Q 14. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2015 OREGON phase BID & PERMIT Ci C8.5 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS Address: ' Q w D/W DRIVEWAY OVH/OH OVERHEAD TW TOP OF WALL J 4 S•Q 5.., 4'779► 3j STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTION 00490, 'WORK ON EXISTING SEWERS AND > 08.6 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS DIA.,f DIAMETER P/L PROPERTY LINE TYP TYPICAL Suite#: STRUCTURES". 0 DIP DUCTILE IRON PIPE PCR POINT OF CURB RETURN UG UNDERGROUND $ 0 C8.7 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS Y: Date: 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 co 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. revisions a FF FINISH FLOOR ELEVATION PVC POLYVINYL CHLORIDE WM WATER METER CD C8.10 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS FG FINISH GRADE PVMT PAVEMENT WV WATER VALVE 16. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, BASED ON COORDINATES, 1 08.11 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS FH FIRE HYDRANT PVT PRIVATE DIMENSIONS AND BEARINGS INDICATED ON THE PLANS. CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. a_ 08.12 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS Q No valves allowed on Fire Supply Lines SURVEY NOTES Q C8.13 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS 0 C8.14 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS 6 6 1 3 NFP 3:4 Listed Indicating Valves All valves controlling connections to water supplies and to supply pipes to sprinklers shall be listed INDICA--INC valves 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. Q C8.17 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS SEPARATION STATEMENT 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION 08.18 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEETS C0.02 & 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 M 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 cp cfl C8.21 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS icp SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. <6 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER co,- 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. coo HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH i_ciNps. 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 C 0 • I rn LAYOUT. 0 N LLI -r--:_i NLL \ -•i `� -` TR STORM TABLE: NOTES: c 01- / 1.) VERTICAL DATUM:NAVD 88(GEOID 12A) �� _.I -_________3„,„ - - - - 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 I//// _ /, 01 T RIM=290.47' RIM=273.50' RIM=268.00' ' , -1.5 / la I a I R-1-- T T �� USING THE OREGON REAL-TIME GPS NETWORK(ORGN). ` \' Po fi� "`T OVERFLOW=288.97 WATER LEVEL=272.78' WATER LEVEL=267.55' 1 ` +xl 2e°' I �•� �'R FO FO FO F0 •? IE 8"OUT(NW)=286.52' "�1 'e ^` �g;� �� 8'55 8„55� - 8 - - 20 STORM MANHOLE 38 STORM MANHOLE 2.) BASIS OF BEARINGS FOR THIS SURVEY 15 THE OREGON COORDINATE REFERENCE SYSTEM(OCRs), o } \ a"S5 w O CATCH BASIN(WATER QUALITY) RIM=266.49' RIM 268.30' PORTLAND ZONE.THE RESULTANT BEARING OF THE CENTERLINE OF 5W 97TH AVENUE i5 n 1 1, 1N..\,,,,.:1)c / 1 46 i�� PARCEL�3 \ see••ost \ ,>3' �¢�0� '"� L 14 8"SS NORTH 00°34'45"EAST. IP JI SW INEZ STREET RIM=293.72' IE 12"OUT(E)=261.69' IE 6"IN(SW)=265.65' \ E s� as • w w w W W vii WATER LEVEL=292.72 IE 6"IN(E)=265.65' �� \ 2,- LOT 'Cis* o CATCH BASIN(SUMP TYPE} IE 18"OUT(N)=265.45' a 13 s ��. r.. •. • • :•.':.?:. • x'. ••:•:-..........-7"..)„,_~a TE •w nse' 71A ✓. _ Q QUALITY) = 21 : � _ s m•�r1�-,- _ ,,- 's sa3s•w.7,i9e `3 O CATCH BAS1N(WATERU TY) RIM 275.07' 3.) $OUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE ORDER NO. e \ •_ s-•. ,•;'fi•'r:.1 .i. 1 '.• --.� - - t;� E stew r ...Al� ,_. ` RIM=289.63' WATER LEVEL=274.32' \�[��] { 1 73.0)19B 019-2858130,PREPARED BY FIRSTAMERICAN TITLE COMPANY DF OREGON,DATED APRIL 20,2017 '� `� 39 CATCH BASIN WATER QUALITY l �"". E �'� '*:" :` .� • 'T • <..: ITS• � ` 5" (: 6- \ 6 !/6 ? 40 WATER LEVEL=288.73' RIM=268.04' �_ °6 �" `-t1'_' -• • M':••` ''•:'.-- -- :1- '' P ^- ' `� TEIMIPLETONELEMENTARYSCHOOL AND LOT BOOK SERVICE ORDER NO.7019-2858150 4,•\,-1,EO " `' �' t c / \ IL ! 22 STORM MANHOLE WATER LEVEL=267.59' rR BIIiEWAr, MEN1.t . :' i' EA EN PA" O CATCH BASIN(SUMP TYPE) RIM=283.73' SUPPLEMENTAL,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 M4 o.EG 9 s^ ,,,� `�4/orf �:�` ry a �� 1 , ii -A 1 •� L \, ? \ \ \ ?> \ RIM=289.73' IE 6"IN NE 27$.83' r r s olr+ r' , ,� 2> a \ �, �i* a { 1= 40 STORM MANHOLE(FLOW CONTROL) (TWALITY MIDDLE SCHOOL) F D•atum AY Mr 1 j / c6,. a, �4' \ r WATER LEVEL=288.83' IE 8"IN(NW)=278.63' RIM=269.26' ` ., +' ` '/I• \ B \ IE 8"OUT(SE)=278.43' =2 . '255.06' 14:1/ / / 6� • \ `" 5 CATCH BASIN(SUMP TYPE) IE 8"OUT(E)=265.06' 4,) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS&REFERENCE MAPS l ` I / I �` NN \ \ \, 8 O RIM=285.10' 23 CATCH BASIN(SUMP TYPE) MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS.UNLESS INDICATED DEPTHS OF UTILITY LINES + I •{ \� 1 \ ` •�.; ;,y f ` F$ Q / y; .} !r•� w j \ \ ;•,\a^�' WATER LEVEL=284.20' O RIM=280.49'= 4i CATCH BASIN(WATER QUALITY) ARE NOT AVAILABLE.ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED(POTHOLED)PRIOR TO 1 spy WATER LEVEL 279.19' RIM=268.85' CONSTRUCTION. I \ B'° r I f N \ ,,t.1;..... 5\ 1 3 \ I �%�� 1 a" \ % 5' p .Pr .: ,. .+,,•..'N..-•;, . ` i (SUMPTYPE) WATER LEVEL=268.45' •i �, '+o'�- 4..., ! `�I / J =q` + - : , ; :`: �\ � 06 RIM= 8486_ rr RIM=284.86' 24 CATCH BASIN(SUMP TYPE) �u s� h =.�• / / r ��I \ , ' :.'. •'~�• •',..: \ ,, WATER LEVEL=283.96' O RIM=278,60' 42 CATCH BASIN(SUMP TYPE) ' 1 / ‘;°.:'-i: • •4 <N - • -•-• \ \ �¢O� WATER LEVEL=277.75' O RIM=266.32' _ ) ., 4' 1 / I \ % t ;' .• '�-:;• Q O CATCH BASIN SUMP TYPE I I n NII E4' �!R \� © x•-' r • .�..`.#. \ D RIM=284.42'( ) Zrj CATCH BASIN(SUMP TYPE) WATER LEVEL=265.57 ' ;: �ii ) ,A,k , . c/ \,�- E� \ / ..-;-3 : r . EOE$ LOT \ 4E 16 OT WATER LEVEL=283.27' O RIM=285.89' �-�i' �: , ! ` :, iE :.;:. •:•A_ ; / 1rn3G - - NS9'56'36"E 60•EA9' 43 CATCH BA51N(SUMP TYPE) I •�5r'� r -� 's; I. '' ., .:-:-': �' \- "-�� WATER LEVEL=284.74' RIM=266.31' e i ry + '' f ': • 6 _ _ - V \/ •1D" WTE 040" ',GA eiti I I �':; 0 ) •� ry -.1 t..►,' ! \,' :: "'•.,+ +;` .`�w;' l o$ CATCH BASIN(SUMP TYPE) WATER LEVEL=265.65' a ; I x rv� j �� o1B • j e` '�+.• •' � ..,•,,,.::.. k / �� ti f :* , 275`~ �. / B, RIM=279.00' ;•� / ` ( `\ : . / 27e--- v , 26 CATCH BASIN{SUMP TYPE) I I p ', I ''. / / wa �� "~ ... WATERLEVEL=277.90' RIM=285.42' 44 CATCiBASIN(SUMPTYPE) PROJECT CONTROL: - A "' '{ • `` ry _� 1j4 1 NO PIPES VISIBLE WATER LEVEL=2 .22' b�' .. t .. ..4 \ E 84 - 1 °E RIM-266.23' I ° i I I `� at i (, 1 `\\ •S 1 _ ';:r�,.;•.;' ' _.. / ,l° I 1° l STATION DESCRIPTION NORTHING FASTING ELEVATION • I / r` h 41 1 \ •, i® h �\ i �e ( 7> ` ° WATER LEVEL=265.68' 1:7..1' i 1v iLi 1 / t �1 \ \\ �� • 5. / 1 275 `� J r nJ , I ` ` `� 4 9 CATCH BASIN 27 CATCH BASIN{SUMP TYPE) Dull Olson Weekes - IBI Grou.c..-.-,,:: �T Q3ki� / ` ......:„..-......„.r..:.........,.,:....: 1 l ,• �\ ORIM=279.62' O RIM=28533' �}5 STORM IVIANHOLE 1 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132419.84 321787.80 273.25' p z r ; /• ` `] \. ;•. ° ~.4'. +� / / �' \ � _ _ o _ Architects, Inc. i - ` / * : ' 4"� \� OUT{SE} 278.83 WATER LEVEL-284.18 RIM-266.84 :.-',r - IE4 O ,I sva �, • a�; --- •-• i: i � N� \ p5 2 5/8 IR W/RED PLASTIC CAP"KPFF CONTROL" 132390.80 3222$0.98 258.35' _ \r .�lry,. IE 10 IN(S)=261.74 4 '• 647 �� 5' �,iv 10 CATCH BASIN 28 CATCHBASIN(SUMPTYPE) IE 8"iN W 261.74' NN .Ia- 4 / • r �S `�;' Yn �• \ I�►4E o { )- 3 5/8 IR W/RED PLASTIC CAP KPFF CONTROL 132666.01 322071.44 271.99' LLrn M ! �- O y • ' _`.: s r •` '' �. �_. ,�, • R!M=279.$4' RIM=285.39IE 10"OUT N =261.64' I ° R[B'e 4 291 [�' �' _` :: • : .' �: ` • • ,.:. N .4 • ry / \ IE 4"OUT = - { ) 907 SW Stark Street Portland OR 97205 USA :, -1.,.. :.!:".,.....::.4.t.::;.;.......:1,....1::::: / , / \ \\ (NE) 279.11' WATER LEVEL=283.75' 4 1 1/8"BRASS CAP"KPFF CONTROL" 132899.77 321770.79 279.46' J ° :. / �.' �•~ °" / i -� / \ tel 503 226 6950 fax 503 273 9192 ` = I ! r �'Akk y/ /`' �F° r '� , : / 6 d \ \\ 11 CATCH BASIN SUMP TYPE 46 CATCH BASIN(SUMPTYPE) z /' \� ` , ; r n \ \ \ o ( ) 29 CATCH BASIN{SUMP TYPE) RIM=266.38 5 MAG NAIL W/WASHER"KPFF CONTROL" 132968.06 321577.38 285,84' 'n'dowa-ibigroup.com www.ibigroup.com I / • / WATER8aVEL=278.90' WATER$EVEL=284.14' WATER LEVEL=265.48` Co '� ..„0 I / ' ° `�� ''�r Rb ry ,� \ 6 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132848.99 321444.77 294.64' • f , •t ' 30 CATCH BASIN(SUMP TYPE) =c111111111011 J f / ) '' �� j r r 71• # �/ /. I \ // / ° \ •\ • ' 1Z CATCH BASIN 47 RIM 265.97'{SUMPTYPE) J 1 n \ �� Q _''- ` O R!M=280.14' O 7 1 1/8"BRASS CAP"KPFF CONTROL" 132647.74 321368.51 29$.07' • ' f i / / "�'��{ J \ �� a►i / L- J// ` I - RIM=284.95' WATER LEVEL=265.27 1 f 1 / IE 4" IN(SE)=279.54' WATER LEVEL=283.75' 3S I 35' I I �9f / ��, .'/ ,`• `� '� •r ~• - / ry `/ � ' IE 4"OUT{SW)-279.44' 8 1-1/8"BRASS CAP"KPFF CONTROL" 132441.79 321457.69 286.22' f / // VO ^ 3 O•' (fp/ l 48 CATCH BASIN(SUMP TYPE) J ' I f r+ r ,m / / \ ry (� - �W" // / / r 31 CATCH BASIN ,I N ,I I I 1 r. / �r; \ q ,: �, RIM=265.94' 9 5/8 IR W RED PLASTIC CAP KPFF CONTROL 131972-32 322216.44 247.55N 1 / fie-" .. 4 / 13 CATCH BASIN RIM=293.29' WATER LEVEL=265.28' / ry N.- :, `.� °60A1PO5T oRIM=280.15' IE 12"IN{NE}=240.39' 10 5 8"IR W RED PLASTIC CAP"KPFF CONTROL" 131963.84 321947.02 257.55' 02/07/19 °o f I rII ' ' �'.. a . '' ' S / / • IE 4" IN{NW)=275.55' IE 12"OUT(5E)=290.091 0 / / Ep PROFE- I , I , f I {y / / I _ rle_.: HT \ s^ RD / / 16 j / / IE 4"OUT(5W)=279.45' 49 CATCH BASIN{SUMP TYPE) N '`�(,� S'�/ r`. • �_. Tf6 /"..� \ �'. / / (\ eA FLEW RIM=260.10' 11 1-1/8"BRASS CAP KPFF CONTROL 132158.83 321844.45 267.14' V\ �GIN �� Oy I ¢ f f / I ,. • _ / ( 32 CATCH BASIN WATER LEVEL=258.60' tr, ,p 9� f f I / / / / /;: i':...•.�:. 5.. 14 CATCH BASIN SUMP TYPE) O RIM=293.01' 79701 PL f { ) 50 CATCH BASIN(SUMP TYPE) • I 11. I I �'h / Q ' '�q;,;'4 ' .. \ ,,,;:•-• // / ° ti I i I/r O RIM=274.54' IE 12'1 IN NE =290.51' `/ •I I / / / / • / w /1 / /1 WATER LEVEL=273.35' IE 12"OUT(SW)=290.41 O RIM=258.64' DIGITALLY SIGNED rr 'I / , O q� /':'' ,:"/'' .^ TWALkTY MIDDLE SCHOOL / / r! 1 / h i / 2-STORY /f ' OREGON N I ' ' /, j� • �'-186 // Rp 05 iti N • 15 CATCH BASIN WATER LEVEL=256.94 34 _ ' t3 y I I - 51 CATCH BASIN{SUMP TYPE) ,O 10 t 0 r� • ' / /. / / I /// RIM=274.06' = O RIM=293.09' AUL, 00� y 33 CATCH BASIN E, '� o ( n / IE 4 OUT(NE) 272.48' IE 12 IN(N)-290.79 O RIM=260.70' qU Q ? - f 134 147..w.. * ' ' f / $ / / /,/ FFA q/ G`�G / °� �� L IE 12"OUT(5W)=290.69' FILLED WITH DEBRIS l Ha R pE 1 fl / 1 p JJ r ' + • �•. .'' 1.4 / • • a :a,, a } / / r/� 16 CATCH BA51NS5 !��' f / . : / �/' RIM-273.80 - - , l , fi / / -- gp _ // jr//// / o o I ro 34 CATCH BASIN 52 CATCH BASIN(SUMP TYPE) EXPIRATION DATE: f�/�/�! I } y r i1 / ..E�' .; ,,�,r / / / h FULL OF DEBRIS RIM=301.96' RIM=260.78 / f` / / / •, IE 12"OUT(5)=298.96' FILLED WITH DEBRIS CURVE TABLE ,� : Foe F / ,� t3' 17 CATCH BASIN W PEMBR K ST�> 3o2.-_, �/ / 1 i I / , #' •0 }'«:fy'. �,, ,.ao 9 ola / r�lf�. o Le N ' I .; / °� RD `Q~f / / r'" RIM=274.031 35 CATCH BASIN 53 STORM MANHOLE CURVE# LENGTH RADIUS DELTA CHORD CHORD BEARING / O ' 4 I ' / ,- Ate :•. \ ry,, I ly``I f��!'iV�//�p`► FULL OF DEBRIS O RIM=301.43' O RIM=240.93' '•�� ?" / / / / �'r`- /� �� ♦ 7 / / / <; .+�' Cl 47.77 502.46 05°26'51" 47,75 N 02'08'40"W 1 ;•48.4 ;� 4Ift / / >lV F'r4r,. ° ♦ 5 '•. i�:'%•'� IE 12"OUT(E}=299.33 IE 12"IN(N)=238.53' '� ' �2fl I "E ',••••-•• •,,,,w4„..'�- \� , k / / / •:._.' , 18 CATCH BASIN(SUMP TYPE) 4 ' / / / �r / :-' :, 3 f (II / f / ►/ '' ,�: / { ) IE 12"OiJT{E}=238.23' C2 72.78 45.00 92°40'19" 65.11 S 79°19'53"E 0 / ::'.-- 1' J G� I �'• RIM-274.32' tt fJr �h ° / 36 CATCH BASIN SUMP TYPE / / / / RIM=267.69' o J! ,`. '4 T 0S-\ p a~ / ` ° WATER LEVEL=273.17 54 CATCH BASIN C3 9.29 16.00 33°16'23" 9.16 5 70°58'09"W / • /J / � ' 2>i ‘1.1. \\ 1 ` / ////„. cv STRUCTURE CLOGGED RIM=260.781 EI , ' ' / I '• +'' \ �> a �1� �,}� WATER LEVEL=259.55' C4 48.97 1183.91 02°22'11" 48.96 S 88"47'26"W . Eli 7 1 I ' , / 4 {i',rl-12 a\ / ' I ' l : .,.:�[.:.A :. P .�. SANITARY TABLE: l ` ; 1 / -y :: PALL or� l ' �. ` .� %., <s /// /. ►rAr.ii9, LEGEND: rt� II , ; ..-• I 63, \ . / / ( 1 ) SANITARY MANHOLE O SANITARY MANHOLE 11 SANITARY MANHOLE e ' 9 / / •�Q �1 ��-// RIM=255.92' LOCATION PER AS BUILT RIM=304.56' r/////// Y///////.1 BUILDING OUTLINE WITH DOOR - / / ' • ' S` ECV / / ;,' `r IF 8"IN(SW)=249.67 IE 4" IN(NW)=297.76' , \ / . Z/ I I I `� +` /� •`•- ° / /' / '� , if 8"OUT{E}=249.62' 07 SANITARY MANHOLE IE 8"OUT(S)=297.51' 1� ` " I CONCRETE SURFACE / IIN'r ,p /. - 4 ' -• + FFZ _ / / / / R!M=287.65' II ASPHALTSURFACE f I / : ,`,y~ / O SANITARY MANHOLE IE4" IN{NW)=281.35' 1z SANiTARYMANHOLEI F / v/i/i/iii/liririlii/reWALL,yt A-, I" / R{M=256.58' IES" IN{N)=281.35` RIM=300.54' 1B / o . ` 4 s' 4� t d`v ,`i /440/ / IE 8"IN(SW)=250.93' IE 8"OUT(SE)=281.15' IE 8"IN(S)=291.04' - - BUILDING OVERHANG ♦O � ' 4;r,.., l• 4; 0 �', • ; r / II IE8' IN(W)=250.88' IES"OUT(N)=290.84' , \n I a ♦, _ . * AI ...Li(.. ,'." $ ` � / / , IE 8"OUT{NE}=25D.53' 8 SANITARY MANHOLE CURB LINE U - \ u § / / ;.1 .: e . F ,� !� / / r / O RIM=294.02' - �' - '��j / I / / / 13 SANITARY MANHOLE EDGE OF ASPHALT �- *- so �` 4S 1/ 3 / 3 SANITARY MANHOLE IE 8"IN(W}=285.42' RIM=305.10' ,• 1 w , / 0 "4 �., RIM=262.57 IE 8"IN{N)=285.52' IE 8 IN(W}=297-80 RIGHT OF WAY LINE - 1 w kry TWALITY MIDDLE SCHOOL �1' \\� / / / �`;' IE 8"IN(W}=257.57 IE 8"OUT{S)=285.32' IE 8"OUT{N)=297.60' LOT LINE - f 2-STOPV CONCRETE BUILDING „e4 ° '1 / . / / IE 8"OUT(E)=257.27' j Al '.' P \� i � i yQ / A� - - PROPERTY LINE o 2 1y ,1 ` 9 SANITARYMANHOLE 14 SANITARY MANHOLE . k+, n0 II 1 I w, ! ry / / 4/ / / o4 SANITARY MANHOLE RIM=293.90' O RIM 25$.85' •-- HEDGE LINE ' r�w� :fig " SSf / f RIM=270.76' IE$"IN(N) 2$6.00' IE 8"IN(W)=262.95' TRo . Jlilk �-/" N' r ' °"V T TELECOMMUNICATIONS LINE A.. : -, f ••��. • �_ / / IE 8''IN{SW}=266.56' IE$"OUT{5)=285.90' IE8"OUT{E)=252.50' • ® 4� x. 7/71// /// / ' ' IE 8 IN{W)=265.96' SD STORM LINE O ^' " ��l� I '�' •� / IE 8"IN{NW)=265.96' 10 SANITARY MANHOLE 15 SANITARY MANHOLE o ry��o "�•' I / / r✓'�/ / I IE 8"OUT(E)=265.76' [So] STORM LINE{PER RECORD DOCS.) i O • / RIM=302.34' RIM=286.19' I I eV / is IE 8"IN(W)=293.24' IE 4"1N(NW)=277.19' S5 SANITARY SEWER LINE N / �' •'A "t o5 SANITARY MANHOLE IE 8"IN(N)=293.24' IE 4"IN(W)=277.19' O / W WATER LINE v to=o• I ''•^\ f - N`4\ \eo �m N. "� // ;„e �s / 1 / RIM=271.61' IE 8"OUT{5}=293.14' IE 8"OUT(E)=276.99' 0 IE 8"IN(W)=267.61' [w] WATER LINE(PER RECORD DOCS. r n 3 = 1 Co �x� i / ; // / ' IE 8"OUT(NE)=267.21[ ,� i t / ' f �. 1 tie RD" // • BALL FIELD / /��. 1 G GAS LINE Co) CK O ( `• O ///Fp. ` / •/` i111 v/ / {GJ GAS LINE{PER RECORD DOCS.} p... Cn NI 771 AMIIP 1.: 0O ( • �' �, '� 1j96, '4-0-'-•••111 / /6. IGOAL -�-` fr AP *��411.3, ` oHu OVERHEAD UTILITY LINES / I - °M6 �E ` ,� - / / / / -•'i'6 POST /l / / �. '�` C� I ' h ••..• s,l.'K •'. V ♦L7 3 • 1 .r�7 ,�ji) �� ` ti I /' • r �' EE(rtk° ^ CHAIN LINE FENCE O_ E' \ �' .�• :�. i C 1 /\4T• 1 srO^�c`'AP _ ` °'CP / I / / r r iJ13 0,, "Iii, ` ` " 1= ti O jr sA;.. \ / / •//// f WOOD FENCE CZS I'_ .1-,-\1-- 11 .1.. ,� ir ;: / I a, o // I f - ' / WROUGHT IRON FENCE N /�� / / ./:,,,,. - _ �� F 1180 - .a % /GI / �r� ///�'_� f : [ ] UNDERGROUND LINE PER AS GUILTS -� Q O (` 14 ? 1 , I / �: ° „Co�� \ \ N / / SIGN • = O O ;- / i`+ Al , ��, / _. . ..o z78� cos `mss TE, o / /i // I 1 _ L1 t, DOUBLE POST SIGN >11111 �' {� a / - �' �� '\B• "SYFA� �` ® ®. . .// / oB BOLLARD � 111111iZiCr) co cy) %/ f'4 10:�� * FF� �\ G" /�sr~ / / !�/ / \ I °IGv / / / 1 \ ` • o FP FLAG PbLE d" �' 33 /rI ti� ` 8 `� ® ~� ° / \ • v /��if \ 0/W DRIVEWAY ENTRY O c7 5� .rr 3,N SD a / , , L, N \ �, , HCR HANDICAP RAMP V, Liz O O ,4 ...„ , :J. _..,, _i . I I iLo �im X35 - e\ .,/,.../ ^� /= 1 S BLEA.HE _ • Q24 _ / a>e 271 • ••. *J. / 5110 ////'� +`R' ," \ (]� BIKE RACK - O �1 �� _-- ...:. . 0 7° .- .„ -11 // �•.E �,� \ \ a ORD ROOF DRAIN I- r a--: i.i 6 �r�� / tO iy ]0'WfUESEWEA EASEMEM 11/1/1974 a \ V. V' i0 N •\ SPIEL FA / �� _� ' .:.:,• -' , ,,. \ \ • BOOK998,PAGET49 + `" / \ \ ®1B ELECTRICAL JUNCTION BOX WA ERUNE&.SEMENT - BUMP SPEED \ 73- - _ I c� •. 2 1RD•CKSTREET 00•.MENTNO-mpso9 s �� - rr A P 1 / / 2 * ��`„ �� d.l9T�f- ry 7.,., !� /` - w"wi�t } RYll"--&�_.�. .11fs EWl [WI •w1 _ IW ,. • - � _ 1 ,/ f - Sr[� NB9=3'33'33•E 759.06' I FR r- __MA ,F� • 44}++ -� -- r= lu `- .: ; O`i,17 � • T .,,,.. . - -- E 0 ELECTRICAL METER - r xt flHU o r P E;r1�, � ❑EC ELECTRICAL CABINET - .- U 11 Q R �.. ��i u. _ I . O ,°.��\ -. N 69.31'45•E 34037 '� , ry '1, �. ° • ti I' ��' ;! -f 8"55 -= -,� . ess 8„S5 55 �j "55 g"5$ \g"55 $„55 8"55 $"55 LOT 22LOT 21 IH-JR ( 7.61 r�,// \ , / w lq:Iffi / 11006 9W i�]°"'9E,EAGE74Sf"'E"` / r' GATE N '�° © e / EVLT ELECTRICAL VAULT r A I '��` / / / / ' ]1f1/1974 PAGE l,6 X°..� GATE IV N 29 I I } / / / ISO] 'M`""€EA E' t Olt 1He[ ] !SDI ISD] Cr / - TRAN TRANSFORMER I ?e GUY ANCHOR �7', / ti /ryT o - [W] �[WI B B �1 • _ \� el \ ) 0 LUMINAIRE 111 SW Fifth Ave.,Suite 2500 \ k q` , 40- / r - I I - "" C B - - - ''0 1 Portland,OR 97204 ► \\\\\ \\\CC\\ \\- . \\\\\\\\- 1\\\\\ ��\\\\\\\\\\\\\\\\\\\\\\\\\\ BD /\, POWER POLE 1 /y^ / t ill Lci' \, \ \ O: 503.227.3251 / / / `C _ to LZIN:N N ry \ ''" \ \ 1-E---0 OVERHEAD LIGHT F: 503.274.4661 w_ /� /•� r I I II I, 7 •• ♦ =,-.' \ www,kpff.com / ti i " Li_" \ \-•.' :*".:-''.; \ I POWER POLE/OVERHEAD LIGHT /(� , \ \ 1 0 1 / / l ::\_)\/ I / • r, . r'� I / % G D GAS METER / / :. , •,•. :/ �\ GV GA5 VALVE CI \ I I _•274 / / �3V W[CISEWEI[EASEMEN, \ - / \ .. '•'.'.•w.:•:". •/ / ' • '• OBOOK 999,PAGE 7551 =- f tf\X ` f 1L11 7e _ IwlE'o LW1 \ _'� - / 'i.•:::.%s.•/ , / /// j o$ SANITARY MANHOLE / / / `r'� N FF=2.0.9a-. • `/- }". © STORM MANHOLE w 1G• JAMES TEMPLETON ELEMENTARY SCHOOL \ CV \ //s 0 0 c,) ' 1-ST0WCONCRETEBURofNG =* /1/ // - , ` / 1111 CATCH BASIN/AREA DRAIN Cr) T 2 1 / I N \ •. \..."• / STORY CONCRETEBVILDING +.• 1/ IIfIIIEI CATCH BASIN(WATER QUALITY) OO \ I //id/ !I \\\\\\\\\\ \ / / ). o >,' �` / AREA DRAIN r I I I\ • / I •'' •2•. FF=267.4' O ^' / / PuvsrRUE?nREaREa /7/ li 1 L �[�_ �\\ `// k' ,'� �,:' / / / ()CO SANITARY/STORM CLEAN OUT U ` I '� �Gl '31 ,� ob , l ;% ��/ �, ':' �..::- // / 1 SANITARY/STORM STRUCTURE# I _ _ _ _ D� / ' P F�'�6S '�fi .' ' i:.: / / ` /. O �C @ �/ p [a Il \ \\N\ L.,. .° DM wn N. (• �.I �. + 3• / \ / TELVLT TELECOMMUNICATIONS VAULT Q \ ` - � � ��_ � ��'`�«=i�.� � a,,�,;� ,R G1 ry (��y � �'. .f i {�• ileo ':: /1 � -:•/ /G G G G G `t i ;_iiii rte,:. \ / TRo TELECOMMUNICATIONS RISER U \ NO t �W or: / \ f 1 R ;•1 " \`' '-i'. 7:•:.:-.- � I / D4 WATER VALVE ass 8"55 _ g"55 " R _ N 5 � OMS 4 .. . . . ; / / ` / phase BID & PERMIT SW MURDDCK STREET C-• \ ' �. "a �� II N •':• .`'.. / / I j' / ♦ wATEH NEEASEMENE v g2 S \\\\\\\\\\ �,; :. '+ FIRE HYDRANT B7 z. / r i - -'2 1'0WMENT No. SW4 I I ,\ - `d'''�'/,/ r Y .a j:'• r / / .. •, •.•P / / ' / / / `•' r---. `'/ W O WATER METER l • J / [w] [w] ti • I/'�//EFf'�'� - [W ..„, - twi `(V('" f 1 l .• / 1„ :•' ;�: / �..�:' . 46444 na.�, I; f/_ "°�[°I`e. °A I _ RAFLT� r /.ti0 r ; 02,- 't ''. \N .rfB•,v•. /J- ' + ' -�.:4'•...'/ ' / = -- - / �✓ ,-71 !/-� FIRE DEPARTMENT CONNECT date FEBRUARY $, 2019 ^h, 1a• s.7.1. \ ` / •'i'� \ \E1ii . ''• ,.. '` ., �4,.f / .l'•. N. ;277:• .- 1DT1, - / / % y R \ •Rn ;. ` / 1 +:.••' / / �:r� / / /. O WATER MANHOLE _ [Wl [WI \ /l jW] \ + °�\�\\\\\\\\\\\y t° J / i/ ••'r +, . :'`,�,. r / '�; '-,'•,.. / re' / WATER VAULT revisions :; w ) WVLT ei W' • �lls J .1. ryo / ,' 1A :•.•. / / : . / / oDF DRINKING FOUNTAIN '`� � ¢ iiP ' / / 2e1 �./ r. / / :•'+ • 'f.� / �� / / oHBHOSE BIS• •,• 30' 1 / / / ��1 'i-7 - -7'N'IHB/ I! ••. / i , /O , • `' ' / /� R° '- �`/ J / r;.: �o` / `� oICVIRRIGATION CONTROL VALVECD CO 1 •1 I j / 9l�� r / / ". / / / `: •- "• / ' / / UV UNKNOWN UTILITY VALVE 'J•.... ` OEC @ r' 2-STORY CONCH IE BUILDING I J+.•'i',• '• / / ...:4_• I - l / / ° a, "'+ ''" r / / / ' / DECIDUOUS TREE o ' ci /� / ..... • / PERIMETER REPRESENTS DRIPLINE et" ,\ IlY°°Icv D1`► ' N `:.:�•. 7 'e..•:...•.,.••.1 ....... \ J / _CI. �� u f' s - / G+ , a / `� / CONIFEROUS TREE U 4�P z" fig Abs- n r / 4','r .' '( / ^ ,r rr / T' ._' / / ,/ / / PERIMETER REPRESENTS DRIPLINE \ A°•{' / / O60 / / / / / / OiP SHRUB I- ...:;•:-..:....:...' / . . • / MONUMENT U I art �� -� / j / 'f • /� / / 1 PROJECT CONTROL POINT w f.. PAY J 1 I - S ryco of"/ 'i;.' . . =*: . i nRE r / / / / , ' / project # 16055 Ct , , , , --� (`(err `/i /1 - '�• . / O TETNER&lLL / I . . : .- ...71,...-74:4,..-::.. / / / - - / / / LOT EXISTING CONDITIONS � ` V / ~'• -4.• + "' �' �r OTET"ET,.----••-' / // l / o '-' � ). s j / :. ; /// / PLAN � ^ � ., / / / / / �. // 4 Cl- I _ _/ I 259" ,..--259 0..),5 c,c,/ / / / Cci i i � �� 1 ,�� j �1. 5 � � / / / r (-1461: SCALE �� / / / \ / / / / 'ti 3 �� ti ' / / 1 INCH = 40 FEET C 0 • 2 rti / / .,o u1.e.e_ l N LLl (� /. ...... . .... / , , / v/ / ti �Q 7' / / / / 40 0 40 80 1.1. C!_1 CN LL 0 9N�x , SHEET NOTES 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION.1...-L-wwr/°1:.1"..‘_:_;ALL_\I'" '")v--:-w:"--:-%\f---p,--gs',.' �~ T- - � ' W� T �� ►-� 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS y4 AS REQUIRED IN THE SPECIFICATIONS. n 1 04 / ti 8"55 oTji - o _ W }NEZ S-� 5 - x ss -_ $„ss -w 3. GENERAL DEMOLI�ON PERMIT SHALL BE SECURED BY THE W MillCONTRACTOR. w w w wiI Ir1 , _,�- N + 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE 9, � + ; :;� w: 1= _ Tii ..0 . _ WORK SHALL BE i , - ttt" PROCUREMENT AND COMPLETION OF THE\ :' r � ,,, ` wNDEMOSECUR�DOBY THE CONTRACTOR PRIOR TO COMMENCING '. .irl) 41111111111° 1444° j •' ,� 28K4111 ► i N. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM :-..-- I - t ��, . '' • orpr#0 „ ice �1'..i ,,•�; v (*4441DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY WI' _, MONUMENTATION QURING DEMOLITION. THE CONTRACTOR IS �� ....i.:.. - N I OORDINATING AND PAYING FOR THE �' , ��-.., y - ` (!? �� RESPONSIBLE BLE FOR C I � �/ �' �� A. : REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED I � y'�ti!,' ��/1►�,�/ '► '' ; OR REMOVED MONUMENTS. -.r �I� 44t 28 : _ 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE L _AA f *�1�� _ '+ " ..• ..` O . 1 RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL 1 i r • B I - i , � . •,e.4� �rr/ � EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, N ,�. r ,, �� STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR / ~ .t ✓`.,�w : ' 4.‘,/ - - ' � 1� '''V"�y i "� SHALL BE RESPONSEBLE FOR RESTORING ANY DAMAGED ITEMS I • y 11111:Irp Nia •`�• `;�►`s°�j�`� .� 40, ` r. ' .,.', o f ,; 1%�`,� TOORIGINALCONDITION. 1Is 0 r � �:��' \A. <01°�R'49 ` ~< ' .1 .- R.� 1� 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER \)ilI IJ P,?. ' �� 7. =' ►i tili --, / • ' • FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM Dull Olsonekes - IB! Group 44 ' ��' 4 �� ,' I ..L ,.. :: �, wr� m DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, Arects, Inc, Bo 11 UNDERMINING, WASHOUT AND OTHER HAZARDS. Bo xI1 �'jih- 6Q ►��•�1� 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. • 1p• ' ' • . ck).,..,:r„.--4,•.,..,,,,,,.,.. 907 SW 5tar[c StrPortlandOR97205 USA ‘: . .:7:‘ '......:. . i »� + i ��.... ' tel 503 22fi 6950 #ax 503 273 9192 ,�o�:';�,� -. � � � � -, � 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD 9 9 p' - .' • ... ,,*"74tt,4,)/ ' ..' ,, it - ,# ---.... �o ,� � tI www.dowaabi rom www.ibi rou com lir' ill;i '' � ��.�:.y ��•,�° � �• ,* � ,�'�� lr ,,:� • . � � •,.17 d • DURING THE DEMOLITION PERIOD AND DURING v �. . _ _• � �-` _�� ' TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET *"4 `moi• r I �'i ; , , 1` �; '�i►, ��a�4i u ,�1r . '. .� c SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT2$ �' � �� I� M,� CLEAN. r � iv •�_ s ��llt* d+�5 \ Aiihk Il �r 10.-4 : - I� cvb11 ®,�•,,gleq VA `:,• • 10. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE 1 174-.7 Alk ABANDONED SHALL BE PLUGGED PER DETAIL 4/C6.1 $0:-L'' .4474114 0,0 ti.4 �� ,it .... w • `��- 60 .R. / *, a Go.LPon oN 11. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING 11ME• Oki I I 0,14 ROFFS�►/ \ O'-"� Irl► FRAMES AND AREAS OF WORK. ��,\4160 G t N si0 ":-2 :4 !��' ►` k'.4)'� // 12. COORDINATE LIMITS OF PAVEMENT AND CONCRETE WALK <` 79701 PE . ... 40 V . •• At, // REMOVAL WITH PROPOSED IMPROVEMENTS. � i -� DIGITALLY SIGNED iiii+144 . [ 5 f .. •/'•: �: / v 46 • 13. SEE C8-SERIES SHEETS FOR DEMOLITION IN RIGHT OF WAY. OREGON ♦�~ .'Alb. / 4r41 -4I& OltAi.. , •60 • A: - 41 . I / %-4-..., *.. 481 , I EXPIRATION DATE: 12/31/79 - 8nSS (CJ`- 11 :(.1X ..,.,Li si„4 ,• 1. 11 4 .**4 ' 7 I ' e. ICI, :4414/A 4 L . .., _ 1 1.e I, r4 y 41411 (*N /$ ' #\ --...-%**.„...„ .,,,, , .„*.4...,,, 4,4!. :110, lit • 4 „... ,...... .„. _,„ ____ re, j & 4. 7,1 . , . .k. nt l'f i 144441." . ' '' , .- . , 1111PAL . . qmorlif ,, \ ''''-, ---.. -, ''1'4 0'4 \''' 01-1 I • ....,. .,...„ . ,... ' ,r; - . /.... 4t. 0 ,, 4 . e...0.-I'''4.4. ° ' -.. illiipp ' Ap, ,..: . ..,::.---4....._ '* •••0. 4\ - -.--, .. - -..- ., ..,,.....',...,--:-.. :..... ..,.., ::...... ,-, t f d 4 ' * „ _,. (1);1:!14.: Icy / , : - ,.. . - i ,P ) i * `" " © DEMOLITION KEY NOTES i ,-, . r---. 3--.1'(11 •�TR , •' / -� _ � 20 SAWCUT LINE ....•:,..:•,....•:,.'...,•'..1.:.,:,::-.,::,..:."...:::::::ii• zs, �I l f ♦ �•�� /../.. ii. ."'"- ♦ ---......./,, 1 ' 4111,101,,,.. t .., 4T:74,? ,......: .„ ..,,, ipt. 21 REMOVE CONCRETE CURB- ••4.-+ i. ,..,' . ;.t. . . . ,... . '.,,' '� 22 REMOVE CONCRETE SIDEWALK • �, ."'El....::: / r / 44 4. 4 ,.s 23 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE. A ' 1 / / •ke .1%1/4„441 s ry�• _ _ ,w V • I il •• • 0:4 F .-(11'4* „r , § // - Ar;. ..••- � 24 REMOVE CONCRETE ADA RAMP. :' �'.:.:.:..P 1/ '� w • '��'♦ .�.` V. 25 REMOVE PARKING LOT LIGHT. . '� jr "�' . iss ` 4 tp--- „, 4* . 26 REMOVE BUILDING AND FOUNDATION. SEE ARCH SHEETS FOR •15,I ..9- ,:.,\ 4,,,z......:::::„........:::::::::,::::: r'� ��4 •. ,�',_ *r,, • LIMITS AND PHASING. 0 I ' :: f: �' 27 REMOVE TENNIS COURTS. SALVAGE NETS TO DISTRICTQN�_E 4). F42 • F. 28 REMOVE CATCH BASINl--4'''///:/?/r IIII'l ii ,ii ,,,�„��:� ,' ----- • J "' � � s •,.,'••• ...-.. ••• .••••• /•.,......„.........., ,..... . , � - - • 0 29 REMOVE EXISTING PLAY STRUCTURE AND SURFACING. VO Ct 21, CO F''''''i ,,,, c• :: im,„\,,,::j., fW�� . : . .• • �� 4./.:41r. .:',r „ 3D REMOVE EXISTING MANHOLEci r \,, y,. .0, ...• „:., 'h= AI P ` � � CD `.47 r 011111, Alb it• �� *` �� ! y 0 �, X PROTECTION KEY NOTES4,0,. ,10 . Q O « � ! I < rte / -` � / �� \o/4-/-AlP.*7",../../.„...,,,..1:444F/46:),It..11741S,\9 :214i 7:3 : Oo ® 0 `�/ �' , :•® / 40 PROTECT CURB AND SIDEWALK. �- �- 1 11 RV ��.ANAV � yq:=` i .- k-L9p,p,i,�' ,. \.� 41 PROTECT RETAINING WALL AND RAILING. M i'll1-_�� 4, 42 PROTECT UNDERGROUND UTILITIES. CU p 0, M ----4 Ill 11 I,.... ,_ _ i-cs� >• ..11i1 - `44 '. 11.,„4, � / A\ . a m �/ `��__. • adt. 7"....._.,/ N. 0 C) / 43 PROTECT TREE. SW MURDOCK ST - I 42 �, . o , 4IP / - 44 PROTECT EXISTING WATER VAULT. u] I_. _ r �`"]_- ` � - _ _ i ] �[W I C �. '_ -Ilk �ti - - - - - - -[ - - 45 MILL AND OVERLAY. SEE SHEET C2.2 ~ :., - ) _ �^ ; �' /�t B,"TM r 81..5 .� 8'55 $.155 �6 8"SS 8"SS T �� IV SS 8"55 8"SS 8"SS 8"55 8"SS s ltriff 7 .,.i. , .�� /r-7 - - 46 PROTECT TRACK SURFACING , , ...... , .... : 1 ... 1 , - 1. , - , , i I1 • I / tsa] „sial '- [SD] - lsuJ l - \ 47 PROTECT CONCRETE CURB I ' I I I Cl \\<\.\\(-• - - - - - 1 / 44'/ / LW] f ] BnB -E I �/ //;//://- � ' ' 4`\, 2\1 111 SP Fitt dAOR 972042500 t 151/ �L�F,�.\ �.. � �� n l\\ ..��- \.\.\.\\.....\\\\\\\X\\\.\\\\�,Ra / i 7SALVAGE KEY NOTES o: 5°3'227.3251 He�` \ / \ ':, I' ' F: 503.274.4681 ' J www.koff.com r- r - J` •• 2 / ''• C4'• / I_ 1 / 60 EXISTING PORTABLE CLASSROOM BUILDINGS TO BE RELOCATED 1 1 I 1 �,,� �� 1 \ __ / a. I 1 1 , TO FIELD UNDER A SEPARATE PERMIT. \us I ! / / / / ` �` 1 .. SHEET LEGEND i •ii\ , [WI /� [w] ` � // ?� / - y - - PROPERTY LINE (p r \ / V "' .. / ,i� - I' DEMOLITION/WORK LIMITS (SHOWN \ ~^"` �` PRE-K/ DISTRICT BUILDING / - F: .' / ! OFFSET FOR CLARITY) / LSfOAYCOHCAETE. ... ,, w tt'� \ 1 / ;- . / - - - - SAWCUT LINE \ . NI I / / I / ` 26 i I P'i AV STRUCTURE AREA N \ C 20. \\ l � •. - REMOVE OR ABANDON UTILITY LINE IN � IT ,��`� �' `0 • / II I ` .. - . / I 29 ` / PLACE key plan [�] [G] [ - �jrI: �� N \ �� / 1 REMOVE TREE o \ _ n « �� . . .....\., •� / ; X phase BID & PERMIT J,� x~s'� suss - Ipl,« ,,,« a5 \. a �� ., W]/ Li. ,� / date FEBRUARY $, 2019 w i [W] •�� / . ' wt I [� ]- Iq C w] �� '�` o \ 42 / � .a ' ,- , p N ] ! I ,1- �-\ .,,,,,6\\\\\.\\\ •RU \I / ' '.'._•� .:::." / ` ` 29 ", revisions CO \\ -7 • .o' ,7ESA \\ I. /r lf1 + / II • I�� HB/ O HppP CL \ v 1 : t �� /�� " / : / o 1 I -� / '+ i STORY CONCH TE BUILDING I • •f Y+/ . • U cc R / . / 29 :.:.:i':.( / 1 , . " •-1 • .. 1kr.:..:::T..:.. '-':"7::"...-.... .... r \ IC 1 , y4... II lid 7_.i `Iiiiii \.. ...:__. d:1 TN: '►I _ . _ ;-. / / �• project # 16055 1` I I - / r I' •.• -�r ::.',L . 11- -+ •* 7"..`).:- ,•,:-.,. :.4 �S'7r11C7U11E �TEIHERBAIL ,r 4-4000N `-J ---• \ �`.-.w.•��.•... '., .,; 0TEIHEH.ALL Q e � \ •\ • DEMOLITION PLAN 111* 1 �, " , \ \ • f o TETHERBwL CD 1~C•[ I �U - l.v 1 �] $1 lI + mil- C 1 • 0 SCALE 1lVCI] - � F�ET oz TEMPLETON ELEMENTARY SCHOOLi N W I 40 0 40 80 N� I r,� 111P-, ,�Y_• „N,x � .10,1 r \ ® imlm „-- - ......_ ___ r. 1 y o 0 rI I "- - .00, lie - -' r _RIGHT OF WAY .v0 - - li1 Ilia I I Ro f IMPROVEMENTS q_- . INTERSECTION o '2 rM° . n t4 ; APPROVED UNDER 12+82.35 (ROAD A)= o o '1` , I -1 SEPARATE PERMIT 56+85.71 (ROAD B) _ -SW I N EZ STC 2 4 - c 2 1 , II + . o �- N 133035.48 • • ` �, , - r •.,1 E 321634.77 . s. 1st" i i 71 4 _ I , 1_-__,, , , i , 8 , .,..,,.. ,,,., . . ti..i.,,, , - L__ r:', 1 11)1p. • 2---., ' i) - ..%440.00#..,. ,,----, (...;,‘' ) 0 0 Q ■ i ,'� �' y-. ` RIGHT OF WAY I,d q q `� ® (.� r,�z. T .-� IMPROVEMENTS IL J ��* C2 \� ,�_ APPROVED UNDER I ` _ _At �- AN �� =� ® �� SEPARATE PERMIT 1000 -11 - - -ROAD A~ 12+00- - - r_ 56+85.71 iqE I -� INTERSECTION o vim Li `74x .., , `REFER TO LANDSCAPE +__ F I I I , , 00• y J ) PLANS FOR LAYOUT 10+00.04 (ROAD A)= I _ I . (L52 00 204+72.82 o �■ . ■ 5+26.53 (SW 9711 AVE) I I I I I Arm A ♦♦4 ♦ . � � a I OF PATHWAY •• i N 133043.53 3 E 1 + ja7 Pi pi r E 321353.48 - € • to N ) c r. c c < < c c ■ ■ c c c t C c C C C ►11 -0 L,, _ \ r� , / / iI 4 . k 300+00 I B I 301+ 301+15 ! A4 /Ir o 1♦♦. ',/ 4*O /Slo x 4 14.: NO = Atis?00 :....-- -... .� _ !ice RIGHT OF WAY N I o ��1 ♦1♦ w Dull Olson Weekes - IBI Group IMPROVEMENTS I ci ' s I _ °� �1� �/: ® ♦♦♦i k N 1V1L PE ` Architects, Inc. OA-IN* � ♦ OC SCO -•�--- Q APPROVED UNDER - i h \�. ♦j �--1-• SEPARATE PERMIT =a e �I � \ 1♦ �`\ 0 `-4°"� IN THIS PACKAGE I ❑ 1111106pl �J �� 0 ♦q♦ • 1 I Z 907 SW Stark Street Portland OR 97205 USA J Ci /117 ,, ..... I '- N tel 503 226 6950 fax 503 273 9192 r ao 17) •A . , #1.///1 ♦ On www.dowa-ibigroup.com www.ibigroup.com 1 411F a. +QO ROAD E 91+00 L7x 91+8 � ® ♦♦ CD� � 5 �11 ..�s 0zio„. Di- Ili .- \ c__, 1 cn 111 / \ - Fi 7 'P.- I. : POB > > > > 4,*4, �I�- ►® - ■ N 132904.93 �� •� \_ -11 1 E 3214x3.95 I' oo • ' h1�♦1 1■♦_�� \ J I I `� �� x ,1;® -� INTERSECTION - ♦:♦ , GRID LINES A AND 11 ! Q .1. ♦1 91+85.00 (ROAD E)- ♦ N 132883.23 `'T e I ��PROFFS ozio7ils �� a ,,, GINE �9 J l 55+42.83 (ROAD B) /41/1 E 321898.26411 t Fy0. Q 1�� N 132903.06 , , l �� jilt1 ''1 E 321588.94 ♦�14 79701 PE • i � � .1 ., . \ DIGITALLY SIGNED Ii ♦1♦ o0 o I / OREGON +- . /I kp < ) 1? v .,, OO7 11� .1 JI - � *it �7I�� /^'` \ \ � ,o '°�, II),Z°°1 OQ 11 �� r � oyo ♦ ♦ ♦♦ .� � 1MARK pE_ _ -j '*1 ' ' o 4 - ] j ■ Sil 11♦ iVlitr �,��' � I_ / , \ • I EXPIRATION DATE: 12/31/!9 I N iJ �� 1 �1` �� 'y .SW PEMBROOK ST • _ /� ,_ 11 �, .i1�.,��♦- 14 I POBIII itif / *F 41JIT � ° /;j17;*::::'‘‘ • 1 * / 1111 I N 132725.23 • X111 11 .�� \ -.. C2 . 5• 1 _..)'' E 321422.27 10 11 ♦♦ 2 \ 1r N I 1♦��♦�1 TWA IDDLHOL *II ■♦♦ C2 . 2 : \t1�Ir 1/� I ,o T / .e ° 2x0+D0 r o- 4t** .4- W gi,-***, ...., `l ♦ •44gr4 ./. •ihl 0 7*,- 44 4411%t . -r- ' I '`-=cu.,142i •• /*4"*4 tr 44 * Pi",41k4 *.41* *. .4.; /W I 0 H \1 i d Y-i /.X461 ' 7 14tlitElye I a I N. 'It'll:4OP 7 I 41 4../.41 I ED ‘ 4D • 4 %boo •• •ii... p •f _ 4. A., ,...T .*.)ir cn �;.� o,� iii. 4114•I�i�, °. flit NO CIVIL SCOPE =.' -II- , yt1,1C� ** • I N THIS PACKAGE .% . .. IT s. ir •44 Mb 411111r* ♦ ♦ ♦` .. :'`...' /** 44P it.1'-g • o t,�0 ' o r L22 ,y1 et 1♦11��♦+ ♦1 4 , POE �`11` o ♦ ♦ ♦ ♦`S►♦�: ♦- N 132599.71 „fit 0 _. il I .1:.• '♦ 1♦♦ �j♦♦j�+a♦� ' • •*/ `/` / 0 E 322175.21 ~w vi• TMT O�-II F2 al I• -; , No "♦11 - ��A• ♦� -' 41/4101f�•.��e�1A o ,� • + TEMPORARY GRAVEL _, ei 'fit O h i11 • •��e;. LOT APPROVEDi O . 401/♦v `� °D /PARKING UNDER SEPARATE PERMIT `\ f / . (1- A WA. / 4 '0 AP' ..-. - 4.1 . , . 0 414 • 41-9144 .- .."-''''.,. 44211 GRID LINES N AND 1- " [7 0 1�+ I.- ,^`\1 's o , ' N 132549.72 ,;i - i\ e ' _+ ti '� *11 =� 11 V OE 321427.08 Itat. •W N� ' " ' - L 'i / - 1�1 01,„ / �� °COAL POST .1 . w l- cu (13 01 _„„ - • ..,,, 4, -a I . rI I - 0 ..,,:. ° ____ . +�- , . A -0 ._ ai ._ • o = ,..› a - INTERSECTION yy - ° co '- = __,... c7:1, r-- - (ROAD B)= 7 \ n - f / �_ M _c O O . 10 100+35.36 (SW 97TH AVE) "` i POB o 4. ."��''• 11 N �.{ ` / 1 .�. it N 132452.40 � ' ■ N 132463.38 *ip 1 ,_ °� / 4„ r ._ E 321347.50 L ( C20 �. E 321399.82 00 •, ,,�► 411/*'.0' *1 \:,_ 11I * I C// Lc Y3oo :,_ o , ►fit �'� C� �•�►• X11♦11 11��j1 � 11rc: / ° ect / / o Co) Co) 5000 tt# F GO / O a 1i1 1• _+ \ o � L OEM P 130 At 1 • 0 \ / SW MURDOCK ST_ is°,�o ° P I L61 I I 12!251+a9;Q� I I I I I I I 11 I I ( i l I I I I I . I I I I I H ,,, * (;) / V . � cf2 �, ° 0 I �--� I I / _ - - -. - - �� - - - - _ _ _ / _ - - - - - - - o �' ,►�; WALL l3 °° . It23' ; - „•11.ti �,� 'a - - �_ �� + Q,•4-- iR�- Lillis �.w■..: �i� �' - .r. 4 mm i1 h 1r; 11 ; i �IMWi: IIrT4TAill Eft" la w/ilf .`_. ..,'r-„`z - 1. - -IMP �M Jona .11 lq:iff POB o - ... 2 - 1 � -� ' r ; l 21+39.15 / d - �,^ N 132417.x4 \ �` O �� E 321347.15 ` I °° I I - 4 ■ P HB , 9 7 7 J �- A . �V, 111 SW Fifth Ave., Suite 2500 ROAD A ROAD C / o E __ _ Mil - -- 3 �'r� \ �I Portland,o 97204 - / I L - .-.i. - p 1 1 0: 503.227.3251 1 / / �rt\\\\\\\\\ \\\\\\\\\\C\ \\\�Fet\Fed \\\\\\\`keel.\\\\\� ��\\\\\\\\\\\\\\\\\\\\\\\\\\\ •nD - • C 2 • f \/ F: 503.227.3251 f {\ f Number Length Radius Line/Chord Direction Number Length Radius Line/Chord Direction - I www.kat,com Li 249.428 S89' 56' 26.44"E L30 24.286 S46' 49' 07.49"E I - I / ' Cl _ , I 1 . KJI 1 11.600 40.000 581' 37' 58.66"E L31 46.485 N89' 29' 43.80"E I / r ) _ � \ -� ' SW 97th AVE L2 38.735 S73' 19' 30.89"E L32 129.247 N26' 16' 27.11E J ) f ■�'' �.� it u �Yi „� I Number Length Radius Line/Chord Direction C2 8.700 30.000 581' 37' 59.02"E - / ■� �D " PRE-K/ DISTRICT BUILDING +`' I L28 642.336 N00' 34' 45.43"E L3 47.274 S89 56' 27.16E ,, ROAD D I 1 71 I • C26 94.721 477.460 N05' 06' 14.57"W C3 38.099 75.657 S75' 30' 51.82"E � - // Al1• l -if,„-- iii... A i " Number Length Radius Line/Chord Direction r IT __' I m LLL1__.� I F [ L l " ' I ' L29 6.200 N10' 47' 14.57"W key I a n L4 188.499 S61' 05' 16.49"E _ P �O Y •� / C27 94.721 477.460 N05' 06' 14.57"W " L40 252.958 N27' 05' 03.16"E ,' ,�`_ I1\\\13 ,_k\ / .RD O 'T- +`� �� y p BID & PERMIT � C4 64.x89 42.00Q 517' 22' 23.64E ",�� O� � 02.06"E ♦;lt;t� \ L33 2.025 NO0' 34' 45.43'E base L5 303.102 S26' 20' 29.29"W L41 307.042 N00' 17' ♦`. _",r„a� \ \� ; ,, LL C5 23.490 64.500 S15' 54' 29.51"W A %♦l4.a_ �)' / // • E �o L6 166.137 505' 28' 30.x4"W ROAD E , '. --` ' S� s T N o \ date FEBRUARY 8, 2019 I C \ Algar I { ` �, n • ' \\ \\\ -■,- SHEET NOTES revisions co ROAD B Number Length Radius Line/Chord Direction • Q• -0 "L I 1 I ° • &��\�� I . / 0 1. REFER TO SHEET C0.2 FOR PROJECT CONTROL POINTS. 0L70 185.000 S89' 25' 14.57"E v I' •� - . . J Number Length Radius Line/Chord Direction - 0 S • V1;: a,. . / / / 2. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL BUILDING a I t - Pi& ® GRID INFORMATION. p L20 25.824 S89' 10' 11.75"E - , 0E ' °'" Q " - ❑ - - ! ♦ 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. 9 I C20 54.497 35.447 N46' 44' 49.12E RETAINING WALL-A I -,� °°� - . I \ / i ♦ o 1011% 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA . o PAVING LAYOUT INFORMATION. It L21 $3.503 NO2' 39' 51.01"E Number Length Radius Line/Chord Direction I - � A I �o'`T '° C21 9.002 22.000 N14' 23' 12.42"E " c� • ':� "'� / L50 26.000 N89' 25' 14.5fi W �� e �j01 I . . 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME L22 70.705 N26' 06' 33.84"E " I ,I ; -\ `� • ■ _ ♦ FRAMES AND AREAS OF WORK. project # 16055 L51 287.000 NOT 34' 45.43E j o� C22 17.988 83.xoa N32' 19' 04.90El - r�� °T: RB,L_ - � I . cvi " L52 159.820 S89' 25' 14.57 E / �. � • • • *_�•:171 iill{!II``\,e ,liiii ��l�lill i .� • SITE PLAN - OVERALL c) L23 57.005 N38' 31' 35.95"E I IE11 ° ""'�h' /� � " �-� 'illEll� ' 1il !�+II I /!!C23 8.294 32.000 N31 a6 x6.35 E I �.•« ,I,�I . ,,II l !I�• °TE FE,BL�� RETAINING WALL-B 9 x� 1 ,'111 !t' - coo L24 65.028 N 23 40 36.75 E = , °�!I? ,�" IIi,I,I,I POB \11 N� I,I,I L25 246.747 N26' 20' 54.95"E Number Length Radius Line/Chord Dlrectlon L .+' N 132067.45 C2 • O cr ►, E 322058.52 SCALE L E U , ■ --- 1 INCH = 40 FEET Nz I C24 14.716 32.000 N13' 10' 27.48"E L60 6.324 S68' 39' 33.28"E ■ • TEMPLETON ELEMENTARY SCHOOLIMnIMII �_1 1 L26 32.396 N00' 00' 00.00"E L61 102.742 N89' 29' 46.47"E - 40 0 40 80 \ \ ii\ar / \\ \ I I' I I I � // 1 - -1# \fili l O I I TRI¢n - _ n TRo W� 12 0 IX ( 0 I la\ili . __L-- 1 ,_ �+ l� ' - •1 _ - - - - I1 t\ '8 C r o _ z ��`- SW I N EZ ST J - - 1311 -RIGHT OF WAY IMPROVEMENTS 1 W� APPROVED UNDER SEPARATE PERMIT 1 1 . "' _ -5 _. \ I / iiiji_ril . ; .1 e 0 Dc_. CIFow' :0 MIL PC 12+49.43 IIIIIt 1 21 10+29.06 LT 20.00' _a G - 6 •Y. I '11I� 11+99.38 `I 5 f�:. 1 , \ , ao. 6 = - - _ IBI T 2.82 1 / 1 L L 2 © 11 III10+45.94 12+44.86 6 J PCC 12+90.08 = ` - -- -\ 1 1 LT 22.81 LT 7.00 113!__ � . LT 12.50' i' -413+33.06 16' WIDE laLT 20.63' \- �� 4. :� Dull Olson Weekes IBI Group [ 16 -- I 1 13+11.46 I lya Architects Inc. LT 10.QQ 10 PC 13+62.03 'o • • \ t • ° - _ El _ _ _ `'�" �o� LT 10.30' - 7 W rk r Portland 72 A • . • � '\ 90 S Sta St eet OR9 05 USA 1100 •_ • • • 1Q \' R AD A' O ! \ �,• '.• •'r-'. ••�• •�.�••.��• 19 tel 503 226 6950 fax 503 273 9192 _ �•;' R74 1 r PT 13+94.47 \ • www.dowa-ibi rou .corn www.ibi rou .corn I - - - - - _ _ - � � \ 9 P 9 P ,' R20' \ RIGHT OF WAY _ -- -\ , r' LT 12.00 8 IMPROVEMENTS APPROVED �• •"• �r : •� • •5lf 1 UNDER SE ARAIE PERMIT N.12+44.75 'a• ••I'. N.. •:�"'�.•':-:':•:': . .•56+8.5.71•. I • •' •• • =•-.• PT 13+06.04 .l .�•: . _ I R20 _ \ NN. ),,,.. QR-110.130 10+ 9.0091+08.76 PC 12+49.28 _ . • • y ♦♦♦♦♦♦♦♦♦♦♦♦♦Y► R10' ♦♦♦i w . x r - J I I -:' I ® RT 4.00 NLT 91.19 RT 20.00 '��♦♦♦♦ ♦♦♦',. . . c • '�00 \ r % % �, 2Q4+00 v♦♦1/Zi�rlZ/l/ ♦♦♦♦♦♦i �>•!I ® • 1 III �4 <��Ep PROFF":5;-.. o2ro7ns 204+72.82 EYP. ��♦♦♦♦♦♦♦♦i►♦♦♦♦♦♦�♦r e�� \ - y 0• 90+19.74 . .. +•�♦ii �� I :�� 1* -- i° v E LT 90.3Q : . - • i►♦w♦.YAW �� Z� 6 WIDE te o= / ' .•'/.• . '.�! . 5 74701 PE +' . in ♦♦♦w♦♦r♦ 18 13+11.42 �� 1 1 • _ • PT 13+84.78 RT 10.OQ � DIGITALLY SIGNED \ N. .:•••• ••:/::: ::::.:::. ...............6•.:..."••••• ••::::•("::: -'/: •• =:',• /'. ♦♦�► *♦p ♦♦♦♦ r RT 11.54' • ii :` ': - - - • •G `� ' ' - - OREGON •, ��' f' �• /� PC 13+55.62 .\ r I t _ ..l/ZIZi/I _ 0 / AIP z RT 10.00 r 10 STALLS ® _ { f • • • • • • • • • • 8.0 x16.5 � 17 { 12 1.8.5 • G 4 STALLS ♦♦ V I 8_ • _ • _ • ._ • . • . • . •.• • •• • •• • •• • ••• ••••• • . , . .• . .• ..• . . . .. ..• . .• .. . . .. . . . .. . . . . .Qx1fi.5 � ♦ ♦�►!♦� d fi a _ 81 ARK zd :. i EA ' ittititaa 88 % w • • ♦♦♦♦♦♦♦♦♦♦� -, RE TAI VING WAL_ A - is 0 • . .• . .• ..• . . . .• . •56+34.59 /� EXPIRATION DATE: w� U C 9 :TY�. ♦♦♦♦ ♦♦♦♦♦ 9 w = LT 21.67 ki- • ♦♦♦♦♦♦♦♦♦♦� • / ♦♦♦♦♦ ♦♦♦♦i 14+24.48 9 • • STALLS � 9.D 44A 4ilk II S x18.5 . 6 STALLS'� ) 5 LLS•® 9.0 x1 ♦♦♦♦♦♦♦♦♦♦• • RT 19.49 1 •'9 � Alt / PC 15+$2.34 '•R6 . • • • •••••• • • � :-' LT ,2.00 g • • • t 6 O O O .• AVAVA,2( AV WAY VillptirS • • • • • • • • • • i.,., 4,, - w♦♦♦♦ /♦♦w♦♦♦♦♦w♦I �' O • • • • • 1 F • • • I a - t-. ...:.....----,-...-.-.- ko, • . • .• ••.• ••...•....... . - ...-...• •• ••........... . • ...•._ •. .• . .• . .• . .• . .•. .•..• . .• . . :. ::• w OM . . . . .. 4 . 0 ,,„ W.. o CA...00A 1 • 2 ‘5. . , 91+17.48 91+81.97 4/1111 ik.M/CC: ,....+,,, : , ,1 g 90+01.90 ' LT 36.55' 9LT 37.14' ' �:�♦♦w♦�♦ 4�lertyzeip. � 6 �'`� • • . . , ,aLT 35.49' St © © �� '♦�� ,� ® •O' • • •co , IJ ♦♦ ♦-♦♦♦- ♦♦♦ • . • . • . • . • . . . . . . . . . . . . , • • . .. . .• . .. . .. . .• . _• . . . . . . . . . . • • • • • • • • • • . • . 1 : ° ' 111 90+54.65 - .�Z/Z/Z�Z�r� ,Z�Y/Z�ii 55+97.83 . . . . . . . . . . • . .• . .• . .• . .• ..,% LT 35.98 .. VAWIASl♦1�1♦i♦♦i RT20.00OWI♦- `r ♦♦ ♦♦ 26 / • • '�/ • •• • • • • • • • • A• •• x +- ♦♦♦♦♦♦♦V♦i��,� • • o. o t0 R6 • ;• '/•• • '/• • • • '\' r/IC♦♦♦♦w i. '�►� 15+43.95 •®. � ••�. • • • •.•(6)• • STALLS • 0• • 9'x18.5 • • • • 5 •STALLS _• 91x1•8.5••••• �}• ♦♦♦♦♦♦♦♦SAV . • • • • • •ti .fir I - o, © RT 19.84 �' ' ' ' = •�•' *4 0 PC 15+82.34 a ♦♦♦♦i.♦♦♦♦♦♦♦♦/ RT 12.OQ cv .9 10' ♦♦♦♦♦♦♦♦�i • ♦♦♦i , R30 , , ;.' ''►•�' STALLS .8 x16.5 '•R10 j ♦♦ � CO 17 0- 12 .18.5 . : '� 2 '•' -*- - •♦.♦♦♦♦yAyesi ZA ♦i . - 16+18.74 • LT 15.34 I R6 • • • • • • • • • 0 I • • • - ' • • • . • 4# '/ • ~` • ♦♦♦♦O♦♦♦♦♦♦♦♦♦♦♦♦♦♦/.I♦♦♦♦♦/ api ® -RS 7- • : IZ/♦ II/:1'�1 PT 16+46.42 O • - I TWALITY MIDDLE SCHOOL RT ' �:• : : ::: : : ::. :•:: : ....♦ ....AVAVAV -"•'' i TAVAVAVA AVA17.447 TtTiT�,�Tt� . 90+02.54 • -� 91+46.1211 ♦♦i♦♦♦ "Opr AVAVAVQ:I♦♦w♦♦♦♦♦♦'i♦♦♦�i.� �� . �r•' = N • - oA♦♦♦♦♦ N.I♦♦♦♦♦♦♦♦♦VATAVAQ �® . 0 I/ 1 RT 35.00 5 • �,. 9 RT 33.69' al .♦♦♦w♦O �♦♦♦♦�;�i �I 9 0 • • ♦ i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦, ci # • • • • •/: .�♦♦♦♦♦♦A J /♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦v • • .♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦A♦♦♦♦,w n 90+55.29 • .. . .• .• . . i♦♦♦♦w♦♦♦♦�♦♦♦T ♦,�• p, itt -'. O •RT 34.52 '. • ;'•� T --( _ ` fit:•' /♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦I♦♦♦♦♦• �� • •I •- • • - - • / CnL �� •:.�-: :•'•' '�' : ` ♦♦♦♦♦♦♦♦AVAVAVAVATAI V♦♦♦♦♦♦ • " •2' ' PT 16+4fi.42co �♦w♦♦♦♦♦♦♦i.♦♦♦♦♦♦♦♦♦i i♦♦w♦w♦ ®. LT 12.00 D� 'EYP• :R6 (8) STALLS 0 9 x18.5 R10 aIN 17+58.75 * I CU - - - ♦♦♦ I:I♦♦♦♦♦♦♦♦I7♦♦♦♦♦♦/ mIP �. '� ♦♦♦♦i.♦♦♦♦♦ ♦ RT 124.45 •7Ai 2 I •/ ♦♦w♦♦♦♦v�r♦♦♦♦♦♦♦♦♦�♦♦w�♦♦i io• 91+13.79 ♦♦♦♦♦♦♦♦i'/ ♦ 1' S Q . •RT 107.16 N• • L O tet• 54+fi7.39 :o: O o .• AvAvAvAr♦ \ 8 , ♦♦♦ •w�.♦♦� RT 20.00 17+39.62 �/ x - R6 :27 1 \.I .8 7-- R10 O v/abY,.._ Willitithi.♦ a RT 22.24 •. •_ - _E_ J• . •. • . • . • . • . • . .•. . . . .. . . . •'•• •- •- • - • • • • • •- •• ••• •••• • •`inn• © i • �, :' ':•' '••' = ' . . . . • • 20' ALONGWiltitil . ' . ' . . - .' •' T I ' /' • " .' • IZh► ��iv mADA LOADING ZONE AREA10 LC) • V CC �� M M 90+55.96• �♦♦ .♦i.�♦♦♦♦♦♦♦�:►♦♦♦��; O JI`7♦ •♦fir"!�♦♦♦♦♦♦.��♦L`ii1� /4/ E • - o RT 107.68 .• -� .♦ r•�.�♦♦��i�. ♦♦vw♦w.:��' A WAlpitob, 4 • • w•MEM.X•w •Mt • ifA A•AVAVAYAVA ••..S VAZSAVII 1 p T. . ••• • ••••••••••• ••••••• • ••• ••••••••••• .• . .1.. i _04 \ . 4 1 it,w- _ - I - ..� VA PA♦♦♦♦♦♦♦♦♦♦• a 54+47.39 • 17+58.72 •� 90+03.21 f ©►♦♦♦Y,. . '7♦T•��•♦♦♦.v A RT 70.45' © 9 . •I• - . ' t , /♦.�!AYA♦� 1 g WA ►♦♦ RT 20.00 'Tiff. RT 108.17 © i'' .J•♦V♦.�.♦♦♦♦A. W IEl rA• / 'W414,-* • - - . . . . . , . ,• . , --'- Are4 iet...A h. ..411111114 . .kisc\p" 4.:fflfovery4Virip Alip •• ' • .rr• ' ,•• . ♦-_.� �``.--7A�•.. �� *�, ,�i� - iii ..= �AM��♦ ,� �� MATCHLINE SEE SHEET C2.2 0 ' W.V. • _ '• ••. • • 5' iMDE ♦� ♦♦ �•. . . • . • 111 SW Fifth Ave.,Suite 2500 18 . .lliP♦♦---. Portland, OR 97204 - I 54+05.83 LT 12.QQ _._�� .♦♦♦♦♦�` � ♦ �► ' • ! $I0II♦ , + . / S . • O: 503.274.4651 . - • ` / •• • • F: 503.274.4681 www.kpff.com i A S SHEET LEGEND KEYNOTES SHEET NOTES - - - PROPERTY LINE 1 CONSTRUCT STANDARD CURB (.6 0 21 4" THICK SOLID WHITE STRIPE 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, , ,�1 I QJ 11 UNLESS NOTED OTHERWISE. - , , °. CONCRETE SIDEWALK 2 DIRECTIONAL ARROWS C6.0 22 BIKE PARKING RACKS, SEE LANDSCAPE PLANS __ r r , 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, �'* �' 17 Cil r"'I+y 3 4" THICK WHITE DASHED STRIPE 23 AUTOMATIC CARD READER AND GATE C6 0 CURB LOCATION IS EVENLY OFFSET FROM ROADWAY F - icy - CENTERLINE. SEE SHEET C2.0 FOR ROADWAY ALIGNMENT . STANDARD ASPHALT 1 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED 24 MATCH TO EXISTING ASPHALT PLAN. key plan PAVEMENT - HEAVY DUTY C6.0 OTHERWISE. 25 NOT USED 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND CD ___ 5 LIGHT POLE - SEE ELECTRICAL PLANS. INFORMATION. phase I BID & PERMIT i x ♦.�� STANDARD ASPHALT 1 26 SOFT SURFACE PATH, SEE LANDSCAPE PLANS W PAVEMENT - MEDIUM DUTY C6•0 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) 1 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. 16 27 TABLE TOP SIDEWALK C6.3 U) 7 ACCESSIBLE PASSENGER LOADING ZONE AREA C6.0 2 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA date I FEBRUARY 8, 2019 • • 28 VEHICULAR CONCRETE PAVEMENT co6 PAVING LAYOUT INFORMATION. N • STANDARD ASPHALT 1 8 INSTALL ADA PARKING STRIPINGgib revisions o • • • • • • PAVEMENT - LIGHT DUTY C6.0 %19 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME co 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY, PLAZA, FRAMES AND AREAS OF WORK. a�o . 'n . o°o . oao . o�a . Q AND LANDSCAPE AREAS. I oo ' ooa ' oop ooa poo ' goo GRAVEL PAD PER p 7. SEE SHEET C2.6 FOR SIGNING AND CURB PAINT • 0 . Q 4 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. J p , o p , o p , o p • o p , a p �� . �n . �� . �o . �o . SEPARATE PACKAGE Q . . , + + + . + + + . + • • • • 11 FLUSH CURB C60 U +'+++++++'+++. . + . +•+++ +•• MILL AND OVERLAY 3 (.....-5 . . + • + . + + +;+;+ + •t C6.3 12 CAST IN PLACE CONCRETE RETAINING WALL, SEE SHEET -+1. + • ,_ C3.6 FOR WALL PROFILE I i7 I Q a VEHICULAR CONCRETE C6 0 13 TYPICAL PARKING STALL STRIPING C6.0 . A PAVEMENT 14 TYPICAL COMPACT STALL STRIPING C6.0 project # 16055 N 15 CROSSWALK STRIPING 8 EASEMENT LINE C6.0 cv) 13 SITE PLAN o - EMERGENCY VEHICLE 16 CURB RAMP, TYPE 1 C6.0 mco HAMMERHEAD 14 iIZ� 17 CURB RAMP, TYPE 2 C60 L.0-•,--- 15 u7 r-- 18 CURB RAMP, TYPE 3 C6.0 cC2 • 1 U 19 CONCRETE CROSSWALK PANEL, WIDTH AS SHOWN C60 SCALE 1 INCH = 20 FEET �'z 'I N O 20 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCINGIM CV W J 20 0 20 40 N LL > _ ►• • A MVs�a •AAAAAAA LAAAAAA / -f v tvAAr 7AAvAvA volit • ` . ' . _ . . • 41 * ._ 7 _____ 1 -\ .•.• ...• ..•..•. .• .• • ...• ...• ...•.... ...• , . •. • • . _ /A.Aw..A.A T ./...AAAI• . • �: -0 . -• -• .•. .•. • ...• ... .i .• ••••••••-....-.... •..•....•....•...:.......-.....-... •• • J�.AYAYAYAY.•AYAYAYAYAYAYAY• �� / 4S. • . . . . . • . • .. • ._ . _ • wAYAY.YAYAYAYAYl:1AYAYAY� , '� ♦ a. • •• "vA�A..wAwi�A�A.Aw MATCH L I N E SEE SHEET C2. `` ' (1.1-61- n -- ■ .� 11 � 41 lit__ Alp 44 t ii A c / A�.� AA• �® A' / .•AVA. o `VAT - .• .'. ..'. 4.11. IP 1 •9' . .•"�'•• ,b .YA•A. a 11411117AVAII7 > •/{I • AAAA' /� 1� 9 Ir I { 'A' R10 �® ♦ • ': eft. II _ '.'AAA A.AY �4W .A• ( 17 �� PH* /:IAT' II 12' :• '• •'(7) STALLS 8'x16.5' 18+25.18 11 •" i Ji . - ' © � ..�: �• �� E 1 6' WIDE RT 124.58 � •�:•- IT - �� ,....• .. .• . ,. ..... • • • ••• ..• MON /AwA.ATi kill 54+05.92 1 �. . • . .. . . . .. . • ...• . . In w /1lI/T��i �� 6 � RT 2Q.00' �. • .��, 5 ,•200+0032 TR o El 1�__� LT 22.32 ♦AA,►• - ® / />_ RT 17.93 .� . ;. •{_ ... S • waAA'AAAAAAY/V.A• .i��ita PT 53+57.33 Z`'RETAINING 'TALL A 12 -,„-f- 17,47rA7AV... 4.A•A•A.AYAYi �� 41* / /AYA.A� A•A•A�A.AYA.A..'� "�� RT 18.42 18+25.16 i TYP. A� �&YA" .wig ♦ ��i RT 70.58' *411..... ....._ 1 1 • ' 2° ►Z/I/Z/I/Z/ '� • CD •200+00 ♦.♦-'�.Aw/�w�.. �'� �� ,c• • • +._ PC 53+48.72 ••♦Tp,�/A17 AI iAVA.A.A.AY� 4 ► • I B I o I 6 LT 12.00'o lI/Z� 1�1I��il/ll/�i�i��® ��®� � wl PC 53+27.20 •�•A•AT v ionn.�®wor�.1.*® � '. I I 7 LT 12.00',,,._,., ��.rAw�...• R20 A.A.AwA�♦'� 4601 pit ..WAYA•A•AY r (My�, R150 . �,® '4 PC 53+19.13 `�o`�AYAYAYAYA.AY /I/AIICi' . 'W �l *I / Dull Olson Weekes - IBI Group LT 12.09' . °,A.Aw.w�.A�A•A.A.A.A.A.AY/ w. '• �itAr,�1I/I!/I/IIIIIII��i� A�►�� *, �I :: Architects, Inc. RIGHT OF NAY IMPROVEMENTS •w �.�,►.A.A•. /� APPROVED UNDER SEPARATE ,�f `+`AwA�AV1a �� ®' ;• ' - 1 • • PERMIT °ii._i �� s4 • • • • • • • • • • 53+01.52 /�. • • • • 907 SW Stark Street Portland OR 97205 USA Imo ' `�-- O +_�� ,��® 4******74. �� : ' tel 503 226 6950 fauc 5Q3 273 9192 LT 18.07 © AA �SteRfit /� �� ® www.dowa-ibigroup.com www.ibigroup.com ' ` '-----• PC 53+24.44 TWALITY MIDDLE SCHOOL • _ i �_hA.AY 19+43.51 RT 13.01' * • • •• _ • _• • ,14110,rifr4 boy RT 86.18 _( - PC 52+63.24 �I *` / /I/7� III MATCH EX CURB � •LT 12.62 •N iA + T 19+43.50 • MATCH EX CURB I *•`. .+YAYAYAY!/A /A A I� •'I L.- +*+ +.A.A.kIAVAVA.A.A./' © RT 60.18 itttiri 200+14.69 ,� * • ***+' + + WA.AY�YA.A� / AYAYA• 19+43.49 LT 54.45' •♦ +® +++ +++ `% w ® � Ep PROF • avo7i1s ;� e+'.`+ + + , .'.+.'.`:+ ` II RT 34.18 �� F. S • • illir .► ++ ++*` +*4 1 1 1 I I. /V + + * * ' + + . + +4,4ft eat + � � �� • • 1114111%4p79701 PE (- I I # * # r 44.447A � DIGITALLY SIGNED f ++`'+'` '+'+'+``++ ��* ��' ^� ®' I OREGON x o + ' ` + + + ' ` PC 52+63.066 / . 4 ?�+�, 52+09.81 „;t .... # + + ;+#++ + ; ++ RT 11.28 ®� �N -� � �•.• • •• •'.:•�:~7' '.- . � /0, t, ro, n ♦ # # + + + # MATCH EX CURB �� ' 1141 .�O LII)/ 2/31/19 I CD 7 . LT 17.59' © s `* * + * * * * * ® U! �1ARK a��•.4 I tv litit c, + + + ++++++++-4pirr 4* 41* * . 4 �, EXPIRATION DATE: *44 (>---- II 4 1 0,4***-41" ..."... . ' .. 9 ' ... .. . 4 I I 401 044:04144 '. •''•.••..••• .•I I I. . . "...-:-/ 19 o + • 19+42.48 �� • 18 6 WIDE ,�� TRC �� `+++ +•O +#+'+'+'+ TRO TELVLT ® TR W + 1 ++++#+'<y+ +'+#+' RT 21.91' 111 �� 19+48.54 I �♦ h� 41/41 - LT 1200'PT 51+73.12 4 + + +r+++ +++*+++++ ,, h1:1 19+4854ti7 .::.:.: ° 4 I- MATCH EX CURB + + + + • - • RT 12.00' . + + + +`+++ + + : PC 19+56.88 r---.. #+#+#+#+# +++ + + + PT 51+72.17 �� LT 11.70' ► •■ Cr) I .�� ++ +* ++ ++ ++ RT 11.72 28 / • R50'" # +++ + /. �YAYAY�, •++ + #'�® ♦ MATCH EX CURB PC 51+64tr) .71 ::+R ,�A + + + + 19+64.37 J • (( ��Y 3 + ` RT 10.59' i • 7 LT 11.60' �YAYA 4 nYA•OA.A, tC ��i.�� . •° .� !CV i r�AYAYA.A!%R] '4�.1�1i,_ _ PC 51+63.24 41. / N �� RZI,�.._ o • I ��t` v�wAYAwAYA • ' RT 11.61 .•:T!:iAV/AY1L IYA. o - X . PT 19+77.75 . - - ,1 5 WIDE , -7A� .IA./ '��IATA... X A�.. LT 10.07' • 51+48.99 ' 16 ►•AVi NAy�:, .�A.i' -.YAY ^`�i:�i`/il.._ RT 12.66, / 3/0/61 �.I 6 4Y1 'IgAYAYAYAYAYA.,_ • fr ZIIIA/III/I/I/Z/Z '� \ tivILYV•....Z/III/Z/I,..... + •-A.A• .Awa.A•a•'I.AY �y :$AIA$AYAYZ_Y ..•_ ..YAYA'7A.........�..-AAAA... : ' �,. . . U -1r 4 JYA YA•. +VAYA \ AYA.a.�.AY_m!♦.A.AYA VAYAY1Y , VVYA.AYAYAYA.iTA.i' - '. ' ' - - • .� �A% i.A. 010101 4"'AYA%.AAAA/ R3 .A.A��ii�Ya' .E•,:.".;;: ".?, , IIIV�II ,1�.......• ' •0•. • .AAAA �� WIC :) GOAL POST .AwAwAwA� /..Y i. //T/ `��=.�• 71+83.28 AYA.A.A.A.AYA.A.A. . iA AAA/.A��AA SNOB AC, • ►.AYAYA.AT♦wA...A.A.i SIM. WIDE ,W.* � .L.�.�., 1A.A.i:�A.rA0A Tn� RT 37.57' ) •►A.A.Aw74 A ,ZIZ� 71+51.29 �/iv:,�iTtli� /��I�=ice A.A.A.A.A�AwAi =�-•• .• • •• • .- • .- • .- %4%1174414:1r 0 ' LT 22.50 _ A.AYAYA.A.AYAYAA.A.i/I/I/IYATAYAVI o ►IIII/A/ZI vAvAvAVZ/IC• a 44%1 0 ± is-le AYE YAYA ....A- YAYA.A.A5_.rAT 50+90.52 ►Y •7 T�� 71+46.92 A�••A Aw��A��• 9 c-LT 15.89' © �?A !/V VAVAVAVAAW4YAYrA.+ rif - . • • 0AVAiNk fAT CD��A1LT 24.90 © � / �1 _ 7 y o TAYAYA + AYA.AYAYA� `� PT 50+78.09 v I �I VAVA ..A ` 71+46.21 a .. O.� 0 r ^ rn PC 50+77.52 A•i�A.; In aAAAYA.AYA ': ' '.i �� rA'�T/AI = / © RT 24.13 V J Tan tAYAYAYAYIv, /R T 15.00 _cA �.i _. a _ LT 15.00 .Y..AYA•\Y T IAC �`�7A.AA.A.A.A.AYAYA.AYi • •' .........:� E !,� p it T• �. kifra. ;a * -%- 41'10'.o' Cr) !••A� i : �A�/Arm. R10 -• it.: •10 C.:. �� L I` , -$7:":IVA:741A .A.A.AY4 6 WIDE g .A.A� a icv C� .. . .. -0 A I I i II7L � 1� ., \ -..•AW ..AVA m70+3 . , �� /�� .T sATS`- �!A.A� LT 20.03 CVA VAYAYAVIf`'1► A ...4YA.,_ �b p . a ce♦ R2Q .♦ o,AYA..A.A.A.i 1 ►LTA -,°.r.�_ � 0 'III YI�:/ -.,/.WI1I1� .A! ..WART/ '�A t�iR:�A.♦.A.i:i`�AwA.A.A.A�� ci 'k'';'4155 T''get, �. %h. °� i Icv -� Q o ti _,.„,‘,........-...>o '•;:• •.• : � StitgivR10 �� . ..._ ,�S�/ 40 • 20+78.61 I �. o 0►nAAAAAA o7s,A R15 �� '�.� a , 4� Vim, Br �} : : © LT 11.77 o ,..,:ocri2 - ..�1.'IZII/Z/Z�.:..•�- .•..w... , B. SS ..... ...It.VZtZIT ��►' '®Air . : • ‘FieIA�.Y T- - 1�'1I/I/Z/IiR10 /h.............•.•.•.• , �'>� = .a ., L co �Y,•��IVA/.1PPT-Te'IA VA .. ____------------" . .� (13 - Vi AWAY.- ,. ... CU CI) IIIA/IV•VD); •A...AZIIC..............A.A..• • _+. / '1 A.A.A.i� °AYAYA��I�I�j�I=�.4ITAYA..w...Y VA V A•A•A� 71+07.08 N g T up Lf) o 0 MI AV A ATA 02KTom rA% ./.•AY...:tw...•.7..�VAYAYAYAY , o.AYAA e ii,_ E- F.. , . . . . �A��A -' Ailligg., . •iYAY.�� 'NW RT 42.50 _ r YAvA 7.0,0 r .WATAY..A.AT.!V.AYA AVA IAIAYdi A.rVA ° • r4 ` d e / • - .](#1 ii e l ..}.'" °9 1 ' `(''�/ rG r d .. `1 • ^ r• ..,a b - - _ d • • ° r. r • d •. lr 0 .,-, • "Tiff -ori- Oo- JJI • `fIII t-#. d.. ,� `� 21+251+D9.Q7 k - .. I . I r + r.F / N X ><1 (Xi N I i r • • illP7 -� II roti A ��1� ' L .`3 t' r -� _ - rr r• ri�,-„..--,,h... 0 .:� - WAIS tJe7-,+r►� rq+ f� �.._ it y ,-_- I _ �. MI I M IMI �� .......r � AAAA i.� I � . � -- i - � 0 6' WIDE I ,,1 ! 1 , MATCHLINE SEE SHEET C2.3 11 � I 111 SW Fifth Ave., Suite 2500 70+21.81 16 ® RETAINING WALL B .�. 21+39.15 / Portland, OR 97204 RT 14.79 0: 503.227.3251 nrt �1 I i�f / F: 503.274.4681 www.kpff.com MiA-141° If"44.. 11 SHEET LEGEND X KEYNOTES SHEET NOTES -ice - 0 ; - - PROPERTY LINE 1 CONSTRUCT STANDARD CURB C60 21 4" THICK SOLID WHITE STRIPE 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, p.0 _-*?• f„�� Oi 11 UNLESS NOTED OTHERWISE. r ' CONCRETE SIDEWALK 2 DIRECTIONAL ARROWS L60 22 BIKE PARKING RACKS, SEE LANDSCAPE PLANS _ 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, -o ' !, 7 .1 17 3 4" THICK WHITE DASHED STRIPE 23 AUTOMATIC CARD READER AND GATE CURB LOCATION IS EVENLY OFFSET FROM ROADWAY C6.0 r- CENTERLINE. SEE SHEET C2.0 FOR ROADWAY ALIGNMENT STANDARD ASPHALT 1 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED 24 MATCH TO EXISTING ASPHALT PLAN. key plan PAVEMENT - HEAVY DUTY C6.0 OTHERWISE. - . .• • 25 NOT USED 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND 1 5 LIGHT POLE - SEE ELECTRICAL PLANS. INFORMATION. phase BID & PERMIT 1 / STANDARD ASPHALT 1 26 SOFT SURFACE PATH, SEE LANDSCAPE PLANS W 4�. PAVEMENT - MEDIUM DUTY C6.0 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) 1 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. I- ,+' 16 27 TABLE TOP SIDEWALK C6.3 Cl) 7 ACCESSIBLE PASSENGER LOADING ZONE AREA C6 0 2 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA date FEBRUARY 8 2019 1 28 VEHICULAR CONCRETE PAVEMENT PAVING LAYOUT INFORMATION. C6.0 N • • • • • •• STANDARD ASPHALT 8 INSTALL ADA PARKING STRIPING C6,0 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME revisions CO • PAVEMENT - LIGHT DUTY C6.0 co Co 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY, PLAZA, FRAMES AND AREAS OF WORK. °o , o AND LANDSCAPE AREAS. 0 ao °4 °c GRAVEL PAD PER 7. SEE SHEET C2.6 FOR SIGNING AND CURB PAINT • 0 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. °' ° ° ° SEPARATE PACKAGE 0 11 FLUSH CURB 5 {) .÷.".".".".".".".".+,+,'.".'•-•. ' MILL AND OVERLAY 3 +++•-•-•,•.+.•.+.+-+++++++**,*. C6.3 12 CAST IN PLACE CONCRETE RETAINING WALL, SEE SHEET ` ` ` + + + ` ` ` + ' + +•+ + C3.6 FOR WALL PROFILE 1 7 v 2 13 TYPICAL PARKING STALL STRIPING C6.0 Q Q VEHICULAR CONCRETE C6.0 A PAVEMENT 14 TYPICAL COMPACT STALL STRIPING C6.0 project # 16055 N - - - EASEMENT UNE 15 CROSSWALK STRIPING C6.0 ' o EMERGENCY VEHICLE 16 CURB RAMP, TYPE 1 6 0 SITE PLAN mr9 HAMMERHEAD 14 0_6 6 17 CURB RAMP, TYPE 2 6 C6.0 NN 18 CURB RAMP, TYPE 3 15 Ci_ 9 cnU 19 CONCRETE CROSSWALK PANEL, WIDTH AS SHOWN coC2 . 2 N 1 INCH = 20 FEET rZ SCALE 0 20 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING liNIIIMMEI c�ow 20 0 20 40 NL.i_ _, mow'/ 'u -'�- ► ', ,��/t 11 amu`' -�, w B _ 0-) rl -" - - - --I �.. - 1- _ , • i MATCHLINE SEE SHEET C2.2-1-: ---- - , - - \ \�� f i =� ■ MATCHLINE SEE SHEET C2.5 -„1 I- _ rL � C � _ j ._ � , I. - - - _ - - - - - - - ,- - - I f �- _ TIE INTO tCd- 21+39.15 / (/ I 1 EXISTING , { :* 1 ®.I� 24CURB m o1L-0 1 IN CI / / al \ TYP. 14 / _ 1 / \\\\\\\\�\\\\�- �� (6) STALLS ill 8'x16,5'77 ---- - -47.9 FA =�.R28' R28'��`��'i� j my. 48' �-�: .2A AT `"iI11/I/ZII/Z/II/ \\ ;/ ,/ / \ V. 1�`rtr�►� 011. K♦11�_A. , �i� 1 / JP - \ V�� AVAY--f; TIE INTO �� j i �B - \ \ �� .��•��. •�.��.� EXISTING �7 \ 1 82+58.24 ►�.� I t 1 / G�O JB JB E r -- - -\ \ --�% CURB .�/•/ /�/ 1 ::\\ i tRD \ LT 32.55' III IIYIZ/Z { I \\\\\\\\\ \\ \\\\\\ \ \ \\\\\\\\\\ �\\\\� \\\\\\\\\\\\\\\\\\\\\\\\\\\\\�R D �+ ♦r�� ♦� \ R I / \ �` \ �... . 82+58.20 1/ .. 1115 / • / I \ \ RT 35.05 \ I (1111.111/ I J Li • r - - - - J \ X18.5 ` :18.5'• • • t •',* 1 / i 1 / \ \ ,▪ .'...•, . 11111 •▪ ••r`::`• 1.1\ I ' B �' i \\� -�\\� .• .:• .:•� • .1.1111 .1.1.1.1.' \ 1 1 `'X '1'1'11 1111 �' ` 1 1 / 82+12.10 • I.I.I.I. T.T.l.T.�• °° • / I I - / 1 LT 34.89' 111 ▪ ® �: 1!1.1.1. �!1'1'AA'.- • • 82+1x.72 1 / _ \ : ,Q 11� I ;r, II RT 33.03 \\ \ 1 Dull Olson Weekes IBI Group \ \ :-:;.� IIII4 /til: VIII ':� \j \ \ 11V1111►11 i¢ `- .\ 1 Architects, Inc. / „ \ ICV •• • 1.. /F111 \ / \-; . : • 1.1.10'111111111 .� • nil. •• • • AVAVA 907 SW Stark Street Portland OR 97205 USA \ -� •;M..*.• • • .. cc: //tW:%...'.....%-."•%•.".: �� tel 503 226 6950 fax 503 273 9192 • • 1141 / U io, .... �,�_ 09 1p III •RD �� T7 „l .'� www.dowa-ibigroup.com www.ibigroup.com ..... \�.LR.I`�R6 .��. 'r' yeti / / IMIliIIII \ PRE-K / DISTRICT BUILDINGStagg • ••• � c� \\�\\\\ \ \\\\\\\\ ..... . I4 41.....,�1.e,1..4 1 t 741) Aft 1r R6 AVA 02:07/19 CIO / ► , 44 `: Cp IZIZIZ .�f.....�... �� ►� E F `p�0�,4 •- 1- / I I mil .1 \ 3 ..®�L......��.�......'I .1 h 79701 PE P \ ��.......�......�...�. '`r,tea'' 81+55.81 7/ / 4\1- ......At4w/- /IIZ:I... '- "0 © RT 33.54' DIGITALLY SIGNED ` • .] `� • • . .�► 4i OREGON - --V ..p. _�� _ii Ip• I 1 \ •\ /W1AwA:OLvAv .Iy #� A . ....�.4 S' �'♦,,�� \ Si. '} I AA AY EXPIRATION DATE: 12131119I ,_1 1 7--- .0'_TAg - \ 1l1TTI HB � ;5 ;Tiif / L A � a \ • 0L : =. � .. . 0 . . E rI. 4►�• �►Al ` likI - ••- •`.. A► � • � \ • v • -- �. �r � / • Q • .... A vAi VWUV , .i- III .... .h��.�V.V�.��1.�Y. R28 ) ITT 1 RI \ •%. '.•.. .CI) ... .... /�I............�1� .............Irk = - -I \ L ►. \ •H B •..:�. . •.... I:I....AYOA....AWAY- ° ..��...V VAV......P I 11, E �\ .... I:r�.....II�..�.�.N...� . ''G�•.A. - .. AY L s \ 1 �l 4 e it RD, •. , • :••A �0.vZ/ZWool 11I1Z _` �.._._.�, /Z/I/Z/I� cirs AMWAY 4VA I ik VA i Cer -'48W / / A F A'L AVAVAVAT 1 0 VA 7VAA All rI4 1.. . ''''VA, • ; . \\N: ..//// .�►...........1 ILcit- cl li 43 o ....�.....L►......._V .•ATAT VA AWAY ••• '.' _ J , CO RD / \� +l IAA � .il . 1VI \ $a+30.54RD�' ...�►��i.�........ , 17z7 , i El I � I ♦ _ LT 34.50' MI V* .....�.��'�..�..�..� o, nt. ).a;,. ...:::::::' 44410 EC511 . o ..A.�.t--- 1......... ., h, v J ..�.......A�i,117.......• • Q` . �. I F • 71, �� _ `!.moi►...��. 0 i\\\\\\\ _t air . ,III/I� • - • 80+43.87 acv o Icv 1 !!11 dj��. �..�iVA ��:� © RT 32.94' ICv o 1 !� ��•" �•._�/_117!♦ 0 , \ sae IS. . .. C.N.- \ -- .. i / EN c::, "''N Pri- 4 !/' 0 1 CD it'it 47,;."Xd.4•4';`>. v,:r,vv� . 7 O .��.'.., , 0 80+19.00 ..",.��.�., �...�,.,.,..., \ Imo' RT 31.50' /1 - al ) �, •fi r�v ri��gay • vri.>.,4•k. �� 4/1+.0T--- ik III •th.,;`. ofI••+,•,. w.0.•1►;.•, ,•4 . - 80+10.00Or) - �-•- .�.: Iv/;t,•'••.�✓�t�F[ ��r�A, RT 13.00 CO t3 ...--,�._:►�.IA._I��%♦ 1�•1 X1..1►�\�1 �� ■ } // J , • Ij II � • 4404I -44) RipI I I I I lI 04\* - q 0 TETHERBALL 1.10 •• CV j � e si - • - - A I I 11,11 I I _jI1:3 � �- o I 1 1111111 Iiiii,111 � c) c>c L o II I4'3)MI G 0 , II K. 1 1 9 , •:#111*L.'1,11 \ d- WI 1, I J q; I I • TDOOR� I I I I I o � c hull i I II i �I �I �i :I: I .I I �� E Ln !o 0 !' ilt . 11 Y I 1,.,." " 11 O TETHERBALL Co �� ll IT 1 it h fri �N r 1 f� I 1 11 1 1 7). 4 11►V��•4.01i I ill I f ;! 1 1 1 1 t a E 1SII II { I�,,,..' ;, I I I �� % Ljj1jjij */ d ♦ 070- 1q3ff111I II iric, 111 SW Fifth Ave., Suite 2500 TEMPLETON ELEMENTARY SCHOOL0: 503.227.3251 Portland, OR 97204 JI F: 503.274,4681 -I . I (141 \-\ www.kaf.corn SHEET LEGEND X KEYNOTES SHEET NOTES - - PROPERTY LINE 1 CONSTRUCT STANDARD CURB c�o 21 4" THICK SOLID WHITE STRIPE 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, MOP, I ID UNLESS NOTED OTHERWISE. ;,r�,.- CONCRETE SIDEWALK 2 DIRECTIONAL ARROWS 22 BIKE PARKING RACKS, SEE LANDSCAPE PLANS � ;G�� 4 C6.0 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, -- x v sj‘• •ViC4 IP' 3 4" THICK WHITE DASHED STRIPE 23 AUTOMATIC CARD READER AND GATE CURB LOCATION IS EVENLY OFFSET FROM ROADWAY Nf,0.--7;�;"1 C6.0 CENTERLINE. SEE SHEET C2.0 FOR ROADWAY ALIGNMENT "` STANDARD ASPHALT 1 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED 24 MATCH TO EXISTING ASPHALT PLAN. key plan PAVEMENT - HEAVY DUTY C6.0 OTHERWISE. O 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 1 26 SOFT SURFACE PATH, SEE LANDSCAPE PLANS III I PAVEMENT - MEDIUM DUTY C6.0 1 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. 1/ 111 16 27 TABLE TOP SIDEWALK C6.3 CO 7 ACCESSIBLE PASSENGER LOADING ZONE AREA C6 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA a� 28 VEHICULAR CONCRETE PAVEMENT ak ® PAVING LAYOUT INFORMATION. date FEBRUARY 8, 2019 cv • STANDARD ASPHALT 1 8 INSTALL ADA PARKING STRIPING - PAVEMENT - LIGHT DUTY (.1)0 6.0 revisions 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY, PLAZA, FRAMES AND AREAS OF WORK. • o° ° , o °° . a °° . o AND LANDSCAPE AREAS. ° ° 7. SEE SHEET C2.6 FOR SIGNING AND CURB PAINT I O • .°0 •. "0 • 0 '0 • . °0 • 0 "0 . . GRAVEL PAD PER ° ' °° ' °° ' °° ' ° °° " SEPARATE PACKAGE 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. r 6 Q „ , , , , 11 FLUSH CURB (f,0 -- MILL AND OVERLAY 3 - . •' C6.3 12 CAST IN PLACE CONCRETE RETAINING WALL, SEE SHEET -'-'+ +`*'+�+' '-' '- C3.6 FOR WALL PROFILE I 7 2 13 TYPICAL PARKING STALL STRIPING C6 0 Q a 0 VEHICULAR CONCRETE C6 0 _ d PAVEMENT 14 TYPICAL COMPACT STALL STRIPING alli 6.0 project # 16055 1- 8 0) - - EASEMENT LINE 15 CROSSWALK STRIPING C60 13 SITE PLAN o EMERGENCY VEHICLE 16 CURB RAMP, TYPE 1 C60 2co HAMMERHEAD - CL 6. 17 CURB RAMP, TYPE 2 14 c �6.0 cow 0015 c�N 18 CURB RAMP, TYPE 3 C6.0C2 . 3 0 CL U 19 CONCRETE CROSSWALK PANEL, WIDTH AS SHOWN T SCALE co6. 1 INCH = 20 FEET oz 20 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING cert L j.j co_1 20 0 20 40 c..J LL lot9N1 K \ \ \ ( ,,,,...:\ . _. _ ,.., as o / as 1 LiA Iva I T'° 1 ill n Q , - - (:)--- o ■ - ROAD AL - SW I N EZ ST . _ - \ li. Ill T4 - 19 11+70.99 LT 23.02' 14 °w 'ROAD A _ -% .,(7. _ _. MM. N V 5 10+31.66 LT 21.49' - ; 20 ROAD A z e �j ;� ti � • 12+78.42 LT 2fi.fiD'IPP 0 _ IL t. a♦ ROAD A ' . - - IL_ __ 9 .. 1 �'C - ♦' © 13+06.96 RT 12.21' �� N. 10+00 - " 11+00 12+00- - - - -r I - I .C",- I - I• - I- n ® ROAD A ,\�`\ ----------____/3..,..-7,7! 13+62.07 L� / ,- • o /`56+85.71 ii■ I-`� `r4 \N�\ r r I +- I / 1 1 1 1 1 1 x�0� I I i II I ' 1 '4 1 •13+21.93 rr-'-'1-1--[ I I IBI c C c c c c c c c cuc c c c c c c c c c c � �- 1♦ J �/ �/ �/ - . ��- i , `'--., Y U '' "/ U - • • z 1 ROAD A • _yr 11 _� 4 ROAD A 17 1♦1 8 13+17.67 RT 12.151 ♦j �S,c = S ��4•21 - s 11 • 0 1r f Dull Olson Weekes - IBI Group I 12+49.34 RT 24.48' 21 00 -.1♦ , . .1 I J 1I,E in h� •��it*:1 �► ` 1♦♦' �tii . � Architects, Inc. i 1 •74,it.4. ROAD B ♦4. 0 1 �1. / ♦• ♦♦1 . + � 7 907 SW Stark Street Portland OR 97205 USA I ° / 1♦11 16 56+60.71 RT 15.6fi ♦♦ j tel 503 226 6950 fax 503 273 9192 .„1 8 1 1 J U .. ..„4„.... , t� 6'x0 ;,rd. f * p www.dowa-ibigroup.com www.ibigroup.com a 90+00 - 91+00 / ■1 ■•■ ROAD B ° Clu I - 91+85 ♦� I I � `� III - / �1 ■1 1 55+49.83 RT 22.27' - � • 111 20 If4 __„_ , , _ I 1 - - II 4.4 • / 414 . ,� 7 ff02/07/19 hh 111 1 ROAD B IIj1♦ / I ��ED I ;AnFsf_ 54+99.17 RT 21.66' 111 . Q �U� (I): NF %y ITS ... • 1 20 ♦1 4 �\ 9 ♦I ?i . ;ICV �- ' ROAD B �:I `>I /4f ' DIGITALLIGNE/ c \ ✓OREGON! l : o� 10 .9 9 / 1:♦• ROAD B 1♦1♦ '•Apap�• , \ \ v I 0 A 1 •�'�U(Ur• ro,t9E�,p 1, ♦ ♦ * MA K a- '"- rI \\`/ F/ Ay © 54+57.27 RT 32.10' 11♦1 ♦11 °` R • ROADB ••♦• 11o .$ EXPIRATION DATE: ]!!31/!9ROAD B Ii ♦ / ♦ 1 11/ ♦ i 1� ME 54+20.23 RT 21.47 1 ' - - 53+98.50 LT 15.07' ®• `� oo' �� 44� 1♦1 •♦ ° ` •Yti ; �- sS max d��l.lt•��rt it 111. ♦♦1 ?l !c %� - I ROAD BIII / �II� III .. 4 ,•�i';� • - - � ' I ' I 53+49.17 LT 13.50' / �♦/ 2 ROAD B 11♦ 111 \ ='a,,. 1 - wv 20 53+84.95 RT 21.25' - /4y • \ 2 1 '� (S!' 3� D ] J a } 7 / 4/10/ . TWALITY MIDDLE SCHOOL 1♦111 1.1• /o \°J �, �► / tROAD B ,.1♦ ♦•1 -xo \ • ° O H 1 NE 53+55.53 RT 19.75' 11♦ ,ct \ %Pip /10 � 74 I. ,,,, +- I I 7 a"4 r / Q� s P. a Q I ROAD B b�4v a♦ • • I53+48.03 LT 13.50' 16 ';.',o ♦�II�Iq♦I`,�p" 1�1 / i \ �, �., Xc X111,e♦1♦4 ROAD A 14 113 44-4714 O� ,5T ,•1♦114♦♦.#4, 18+82.62 i1 • • • 111 *** 40 -• I 4,„„ • ROAD A /..� �I7��i .♦. �ROAD B9 '� �,"'':•ITO • X111♦I , 19+40.37' �1 / 1/• �►�III.i� - - (�411111k -• 1 ♦ ® 53+19.11 1 n 4; II4- . ,�n •' Si• h*„.. CF01 4;r /114P.-A7 11 1111 �o• '11 111111111111 1.1 �� • i /01 ;a; ,�) .(an o ,.,f :�./ �' .♦ ROAD B ♦♦1 11111• •_ 1 �* 1+_. I 1 ® 52+46.31 1111 ROAD A _ / �iir . k �. y �®g4"0,4 ROAD A ,A�� -:••,ile �.TPo P1 O ':` e, /•1 j1♦♦� 19+48.79' ` �� z�� OT,, i I x / 1 ♦ ® 19+40.63' �„f hIROAD A *, �/ *`I �- /♦1lip 19+64.24 ® •- - r ♦ti ry 0 v - 1 ROAD A ,� U N _ o I (� i oo - 19+39.62' ii.iv T r 1 CJ J f � _� ��'i1`Ij ,.^ � � � a ROAD A ,� Art4 _ , #♦ O ~+ ® 19+58.13' ~ 4P// �� C _ -' I .- 11/ip, ' 4 4774._ 41111 --•-• Vire o 1 B 0 :•1• 0 -El •_ / I ROAD G i /45••-1-•-•:..„ �* of " . - I -' ® 71+42.83' _ Fin_ • , H ROAD B __ °0 50+77.52' El ° /7- - e _ -- ii, . a„..:•,,,,- _ ROAD B ��' / Z%,. I =' \\ `� I � 0 0 50+33.44 LT 16.91' CO- CO• * •\ I ♦ i ° / ) f Iii. 'Sil �Xo• '� �� I� , ;1111♦� ♦♦■�•• 11 \ - 1. / o M M - - 50+00 / lit ® 70+97 81'OAD C e • ♦11►. 1 + - -� _ 'S / / ROAD C ROAD A �e ROAD A \�:'.E / / I �;_ 1+30.00 RT 12.57 21+28.86 LT 19.54 • SW MURDOCK ST ROAD B ! ! ® 7D+s6.35' 1! I I ! I I 1 I 2 © o- / / 6 �_., n I 1 1 1 1I 575.14 RT 17.44 ., ►4 N 2 ROAD c ROAD A• _ ti - w 11 �� n -.._it �. - - - .+� _ 8 '- - - .... - - - - - - - - -� " " -k, ' - - J 70+45.85 LT 16.59 :,,, - a ----=21+33.03' ® -: ; = . V11IP i itiPif �' ROAD B 2 I �. IF-- - .... - 50+39.70 RT 19.92' 4 ROAD B I '�-,,„P f 21+39.15 12 ROAD A �1 M `�t I I I 2 21+28.45' t L _ - - -- -_ -- ROAD C 50+50.82 RT 31.35' 111 /01 70+24.56' 111 ? I I I ___/12 _ \ VIDIT \ I r ®Ci ,,,, . / i %� ` \\‘ , / / \ ' ` ,� 111 SW Fifth Ave., Suite 2500 4I '1 6 ' _ Portland,OR 97204 / - I 1 1 0: 503.227.3251 / 1 / \ F: 503.274.681 / �� J\ www.knff com x KEYNOTEST\ J4 I r1 I i ,,_ ,. _ I I 1 r =` i%iii/ %,,.%- 1 INSTALL DROP-OFF ZONE SIGN (SIGN POSTS SET BACK I I I / �� •,�,!�;� � FROM CURB MINIMUM 18") - - t •iw O //r�% ., fir;.=%/% /% 2 INSTALL PEDESTRIAN CROSSING SIGN C2 �1 �/�� ,ij, „• 3 INSTALL "PASSENGER LOADING ZONE" SIGN C2.7 1 6 lit / I � : PRE-K/ DISTRICT BUILDING -, CO '` � %'= moi.,., /--;01; � 4 INSTALL "DO NOT ENTER" SIGN C2 I I I I \ _, .41; z/\\ // / '' rlir j 5 : WSIGN C27 _7 I- - •-- °r . A - . . I II I, 1 , / key pIan fi INC2.7 -� d �' _� - / • .� I � I w m - ` °�- '�% - / / SHEET NOTES rase 0 7 INSTALL SERVICE AND DELIVERY VEHICLES ONLY" SIGN .....J..._ �/ I i �� / p BID PERMIT Z 8 INSTALL "BUSES AND SERVICE VEHICLES ONLY" SIGN 7 __ _ _._ r • � - - p / � 4 1. IF ROADWAY CURB CURVE INFORMATION IS NOT C2 : . 0 "s --i mom r • • • PROVIDED, CURB LOCATION iS EVENLY OFFSET U3 9 SCHOOL MONUMENT SIGN, SEE ARCHITECTURAL PLANS "�" ` - , w; - -• 4 ° N /c / FROM ROADWAY CENTERLINE. SEE SHEET C2.0 date FEBRUARY $ 2019 _ �� I ' I'I , % FOR ROADWAY ALIGNMENT PLAN. N S �.. - ! , a / ROAD D 0 10 INSTALL ADA PARKING SIGN C2.7 •N. ,'� # -'� ` 12 81+31.74 RT 11.41'- 21( 2. SEE SHEET C2,0 FOR ADDITIONAL SHEET NOTE 0 3 ) I p a l ;� R. RJ ,_.° revisions 11 INSTALL "DISTRICT VEHICLES ONLY SIGN" C2.7 \ ❑ . I / AND LEGEND INFORMATION. / 0 12 ROAD D J 12 RED PAINTED CURB FOR FIRE LANE C2 7 il I. !og / 81+14.00 RT 56.72' 3. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION I a. \ N ❑\ 7 • * ` / / NOTES. © 13 WHITE PAINTED CURB FOR DROP OFF I oE� °IC / ROAD D 4. SEE ARCHITECTURAL DRAWINGS FOR ALL O 14 YELLOW PAINTED CURB FOR BUS LANE I I \ ❑ a: : ` . ® 80+94.00 RT 56.72' PHASING TIME FRAMES AND AREAS OF WORK. � 1 rN ,.°°kms ; 7 15 INSTALL INTERSECTION LANE CONTROL 1" SIGN (2 7 r' ROAD D I " " R°° co 12 80+77.40 RT 12.34' J 16 INSTALL LEFT TURN ONLY SIGN C2 • IIA 17 INSTALL RIGHT TURN ONLY SIGN project # 16055 "INTERSECTION 2" C2.7 18 - - - - ��r ` � ° ETIERRALL 19 INSTALL LANE CONTROL SIGN cNi C2 7 :` �, „ r� 4. 20 INSTALL "EXIT SIGN" 19 ....." -L.. ', � °,THERAu OVERALL SIGNAGE & CURB . . ri Ilr PAINT PLAN 21 INSTALL "EXCEPT BUS" I "` • a.a Yryo �,.C71o •� i/i - o22 INSTALL TWO WAY TRAFFIC SIGN C2.7 I 41 M ., ;� M0 23 INSTALL LANE ENDS SIGN 2 -.�� - C2 . 6 U {2 7 � • rt----.4_1 SCALE 1 INCH = 40 FEET el 0 TEMPLETON ELEMENTARY SCHOOL I --...!---) 40 0 40 80 NLi I 1 r-,. 2"0 STD GALV PIPE 1.00......Y"-_-,L) POST 30" _ GALV U-BOLT WITH 1� NUTS II / FACE (2 PER SIGN) 4MP II. WHITE LETTERING--RSIGN u�uu PARKING BACKGROUND / RED LETTERING SECTION ON WHITE BACKGROUND _ l..._ ...Ai 0 FIREi� �� ✓ � . . x 4 re) S 1. 0 P LANE______ 1— \ J BLACK LETTERINGi ) \� J/ J \ / L4 if ON WHITE EXIT BACKGROUND I 1 / ,, \1,Slf 11-1 ,:5\ 111111.1111M+ giki I B 1 < I , \ W6-3 --SIGN NO. R1-1 ARROW TO DESIGNATE LEFT, RIGHT OR BOTH NOTE 1—'4" 7' 7' Dull Olson Weekes - IBI Group PER MUTCD A Architects, Inc. EXIT SIGN WITH ARROW TWO WAY TRAFFIC SIGN STOP SIGN SIGN POST - SEE ®19 NOTE 1 1 SCALE: NTS 14) SCALE: NTS SCALE: NTS NOTES: 907 SW Stark Street Portland OR 97205 USA 1. SIGNS TO BE PLACED ALONG "FIRE LANE" PAINTED CURB. r---11---.-1 SIDEWALK ri,...., tel 503 226 6950 fax 503 273 9192 CONFIRM SPACING WITH FIRE MARSHAL. _ _ 1 www.dowa-ibigroup.com www.ibigroup.com 111- =111=1 h I o a 4 FIE.11 �I 11= 1), 18" = -I ' 1 =l I ' t 1 11=1 1=lt 300 FIRE LANE SIGN V', - NOTE 2 .� 1 SCALE: NTS NOTE 2--/---- 1' 11=111—.! I i it 11_ +.;.t, i y -111111 l y —I I1- C —1 —ISI- 6 i ONE TYPE A- LANDSCAPE TYPE B- SIDEWALK .00pRopess 02/07/19 NOTES: ck- 4� F0 q� 1. 2" ID GALVANIZED STANDARD STEEL PIPE WITH CLOSED 7970�PE 12" WAY i TOP (ASTM A120-65). DIGITALLY SIGNED 10 N 2. 8" OREGON DIA. CONCRETE FILLED POST HOLE. A lilt. to zpo� O \ _ ...._-� "ral MARK Os 30" 0 SIGN POST ' IXPIRATION DATE: 12131/19 4 INTERNATIONAL ON LY 4.11 , SYMBOL OF SCALE: NTS } 1 EXCEPTBUS 81"1 , ..:., ACCESSIBILITY R3910V R3-5L 31 --0119 18" PASSENGER 2 EXCEPT BUS SIGN0 LEFT TURN ONLY SIGN 1O ONE WAY SIGN O SCALE: NTS SCALE: NTS SCALE: NTS i 1 LOADING ZONE �---WHITE LETTERING 30" 12" ..- (TITTERING 411 1 BACKGROUND Iik 111111 , SIGN POST - SEE C.) SERVICE .......„ L AND ACCESSIBLE PASSENGER -- x LOADING ZONE SIGN r' °° RY D E L I V Ecip BLACK LETTERING �� SCALE: NTS ON WHITE 1 0 VEHICLES BACKGROUND O ONLY ONLY O 0 g-, 0 PEDESTRIAN CROSSING SIGN = W fY R3-5Rer SCALE: NTSCO ■ CD C1C$ CD SERVICE AND RIGHT TURN ONLY SIGN DELIVERY VEHICLES ONLY SIGN Co ci --€) " .— SCALE: NTS SCALE: NTS 30" 12 ass Q O (— A ( 11.4 M I— _c c=) " 1- RESERVED S M C7; DO441- 4c1- 4 i� PARKING `vsc:, c.--.3-- c,„ cz u) DISTRICToNBLACK LETTERING Co WHITE �` �� , --SIGN NO. R5-1 BACKGROUND BUSES PER MUTCD = AND ..` VEHICLES l<Pif SERVICE -BLACK LETTERING ENTER ONLY o ON WHITE 111 SW Fifth Ave., Site 2500 ND _ VEHICLES BACKGROUND4 .* Portland,OR 97204 0: 503.227.3251 �j F: 503.274.4681 ON �� I I � � — www.kpff.com ON LY ONLY ARROW TO DESIGNATE LEFT, RIGHT OR BOTH ;- _ris_ - �� SIGN POST - SEE % /'4 R38 SIGN POST - SEE C2.7 i -,- 1 ' I BUSES AND0 DO NOT ENTER SIGN f- �-„! ,i-,4:,1 i I7'3NTERSECTION LANE CONTROL SIGN 1 SERVICE VEHICLES ONLY SIGN SCALE: NTS IDDISTRICT PARKING ONLY ZONE SIGN _ , 17� 1 SCALE: NTS Fpr. • J SCALE. NTS SCALE: NTS f 't, 0 k e y p I a n 0 — Ll-' I------12"_ phase 1 BID & PERMIT Q c9 �� / RESERVED, A ! cn +� / \ / PARKING \ WHITE LETTERING- -- SIGN NO. R7-8 ON RED PARKINGdate FEBRUARY 8, 2019 N = 30" y -- / \ / 18" Tl PER MUTCD BACKGROUND o 1 1 -RED LETTERING revisions l o \ rn 1 1ON WHITE � BACKGROUND cD '''.s..) _ F j J. O \ \ / / { ATTACH SIGN N0.1-- R7_ICP PARENT a — VAN 18" � U \ I ACCESSIBLE DROP"OFF 1/4_ (A 1 —NOTE 1 \ WHEELCHAIRBLACK LETTERING U 5 -- ATTACH SIGN NO. LANE � \ USER ONLY OR7-8C BACKGROUND ONLY 4 N 1_V U .WHERE APPLICABLE y ti0. ir project # 16055 NOTES: �` �� a', R3-8 --SIGN NO. W4-2 1 1. 2" ID GALVANIZED STANDARD OVERALL SIGNAGE LAYOUT co PER MUTCD t T -t •TI!I I NOTE 2 STEEL PIPE WITH CLOSED TOP ARROW TO DESIGNATE LEFT, RIGHT OR BOTH �- _ (ASTM A120-65). DETAILS N a fi" -1 I 1 1 i I I 2. 8" DIA. CONCRETE FILLED POST SIGN POST - SEE o C2.7 HOLE. c-60 INTERSECTION LANE CONTROL SIGN 2 -� LANE ENDS SIGN CS ADA PARKING SIGN 4 PARENT DROP-OFF LANE SIGN C2 . 7 oZ 1 8 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS N w 11 .1111. {cDD-J Nll _ - ONYX '''.."4\_ r\— .... .1 _ _ _ . . . . . . . ..„ -- 1I ,, , 7 � . s I i / - - "� - - — — I •�1 i -- -A 1 1 T� 1 ��w 1 I 1.-al. (:)--n _rmi sw \ EZ si — I I o � ,v� / \ � \ N \ C3 . 1 C3 . 41 111/ ... rl \ \r �l,. ` `- +:..;,, _ 1`, ' --- -- -r- - \-1 be-�, i N��i►s ti �J!• �� \I , _ _ AlT _ , _; 1--��' - I I I \Ck 1AG 'C)- I "111111- 41111Mirit-`74-"I'N AL ----- / --- ( 1-,-----::="-k- \ \'a-\-1 I 1 L _... 1 •I 4 1 l / /wir* 2 \ \ I ,i ,_0-,-09 . I \ \ 1 11+ �I l_h �� +oa / / /Q �,�2c�o \�`'�,, N \ 0_\ \_ I I 1 1 1 \J! 1 \ 1 / N / I• 4~I �N .`�'- ' Ili-:....AN i �\ \ I,\ ` REFER TO LANDSCAPE PLANS f \ I 1 I \\ 1 j j / / I j I 1 �'+'�+01 •� 2s \\- N\ FOR LAYOUT OF PATHWAY f 1 I I Q-j � I1 Ar.aAFA1I1dAUW1 ■• . _ I �, 1 I ' r / r } \ gni •• �° J `� \\ I 1� I B I �`,� 1 I •■ Ir � � I I 1 > > 1 1 � 1 i 1 \ ! \ �♦�w. \ �••i.. ��o / � 1 1 1 , . / / / ! f/ / I I I f i ♦♦ r `' c\J �• w o �'.: I 1 f �u } �/ '1'�� r.' ,,�. , �- �r / , , /1 1 1 / 1� (� 1 1 , I i ♦♦ I , f1 \ / - - - _ - �\ -'--j-. 6 _--, ,.fi I! ---„ \ * . hPArt' I l / /1 _ ' .1 . - _ J i-_ � 1 I / *111I I ' /\ } , \\ 1 `Y�' I 1 1 \ 4 I / \\.c • 4P• •♦ • 8-:* / * / \\� 1 NO CIVIL SCOPE I N - % - / f Dull Olson Weekes - IBI Group X11 $ 1 / 1 �� / 11 \\\\ \\\\\ I I o ��♦1♦ ✓ I / ?7S ��► \ � � - � � , \��\ 1 1��i / / / // P :o / fl } \ \ / /N/ \\\ \ J )\\ 1 , ��`�1 :' _�' 5 �' �\� • ( / _ ..-_ 11-°---.),\J Architects, Inc.l > \ _ J 71 c _ ♦ l ��, , - _ , _ THIS PACKAGE 1y I - // ! f \ In �) / / i � I 4, ��1 ;�♦!►, . ` . 1 ��+��. �- // ,/� — ` \ \\ .l'.� i � / // t — �// / I } �, I , �. / / �� , \ / 1 /♦♦♦ ♦♦♦ I / 1 ••1 1 ° / \ \ \\ \\, f'► ►� / / i r I / / - \ \ . /I'lkiwf�• ' / / / •\ .,!illy / / / _ I 9Q7 SW Stark Street Portland OR 97205 USA 1� I 1 I 1 I / / / / / 1 / ♦:1Iv f / \ , X11■, /45'),\ I/ 1 // // // ' \\ 1 \ . ' I ./ / // / i tel 503 226 6950 fax 503 273 9192 1 I I 1 ! ( / I N J 1 ♦ r ` , / // �., 6'X / \ \ \ \\- / / / // / // / 0 www.dowa-ibigroup.com www.ifJigraup.com 1 I 1 1 r / 1 I 1 I 1 l , / f I ♦i1 ♦1 /.__ __ -.. / / / / ��♦ 0 1� / / `�\ ` \ i'�? „ 0 1i II 1 j :1 I / I I I \ 1 I / / ) � 1 ♦♦♦ ♦♦♦j 1 r�`�J/ / / / \ / ♦. 1 / / // \ \ \ \\\\\\ / // // / 1 ,� 1 1 / / j 1 } I / I I j / *7 • --f __1 _// / I ■ / °,� / \ \ 1 �►,� / / / I Y , 1 / , 1 1 // A / / / 1 / /,♦♦�� / r - - � / � J/ •• / / / \ \ \ 111 \ // / // / /— — — — — i I I I 1 / / / I ✓ 1 I I , l / 1 /♦�♦ S*1 / / — _ • I / I } 1 1 1111 I 1 } }f/ / / / // —I 1 l I. 1 j I / i / r /1♦1 ♦♦♦ / / / —�—/ - - ♦♦♦ / , j 1 1 1/✓l// /// / / , /'� / � 1 - . I,_ I 1 1 I 1 / I l i , / / / l I I - 00 /01t 1 ♦ / / 414. 1 / / j °�o-Pon / 1 / I I( I / / /It- I11 I ( / 1 / 1 / 1 h 11♦ / 1 !' / / // 1 / I ! ! / .11111(////j / / / /�' \�RED PROFFs8,o2ro7�is I 1 1 1 1 / / / / / h �♦ l ♦i / 1 1 1 IlIIf(�/ / / / Q v� l N F a \ I 1 / I / 1 ♦ ♦ 1 ♦♦ / 1 I 1 111Millj. /' // ,✓ / /' ��` �e79701PE y9l 1 \ / - 1 1 1 1 I 1 I / / 1 ♦♦1 1,�� \ ♦i / ✓ I 1 f 11j 11111 j r , / , / / �� I / / DIGITALLY SIGNED / 1 1 1 I r / / / I / / / / ♦1 - iIt .♦•♦ O / ✓ / 116 Ir llj II 1 / , I o I j ! I /l / I 1 / // ♦♦1 ♦ice e .♦♦♦ / I / / 1 I ./ 1 / 1 / 1 ,Q ////\1/1/1/11 1 1 111j111 / / ++_. - j 1 1 / I / -I- �, / / /1 ♦.♦ ♦1♦ ♦1411.♦♦♦♦ /,' / / / / I / / 1111111161 / I/ / // // 0 .o ✓UOR• 100a, o 1 1 ' / 1 I ' 1 I 1 / / 1 11� 1. ♦♦♦ �♦♦♦ ` / / / I / 11111161 / / / / "�Ul coy - - 1 T j 1 1 1 16 1 I 1 / / 4/ 1 ♦! ♦♦♦♦ ♦4 / /� °- / /l / iiii /I I / 11 / / // NARK ' I I 1 1 ' / 1• I* %♦� / / l / ° / // (4; ////// ✓ / DWIRATION DATE: 1Z/3V19I / 1 1 I I1 -- / / 1Al♦ ♦♦ e♦ / / // /. . / / / / / j I I I I 1 / / 1♦� ' // 11k�. t•ir / /✓ / /j/ ///��%'!,ti l / /SW PEMBROOK - 1 i. .,_ 1mmil / .h:: 11� tM. / STREET / j 1 1 I 1 in_mr.r _ 6 4'� / ♦♦i moi♦ Nyl Nip= / / / * .1 � num iiiir / // �/ /� / / / / �; / I I / / / / / / / / / / /��,� r; 1t, �i1 / / ! I /! • .,y•:� / / - - 1 %-N\1 1 ` 1 I' 111 , , I / / / / / / / / / I ...♦1 1♦ \wit •� I / 1 / ,/ i .,�.,.t.; / / ; ' 5 ,� / Ii/ / ♦I • / EiTYMIDDLESCHOOL ♦1 ♦♦i / / / •111 I1 / / - vIrA ,/ TWA - - ♦♦♦♦ �/♦ /; C3 . 2 // //, , //4 C ♦1•c / ♦r�V / // / - / / / / II I 1 1 • 1 1 / I�II��'♦��i tea♦ I // '////// / / / / / 1 I , 1 1 1W %♦��•♦♦♦.y .♦• I / // /// , / , -I 1 / 1 / �1♦�pt♦pyla .♦♦ /.�c�:;, / , , Q f.1 , II / l 1 / AP,.♦�. •♦11�� Ij ♦%♦ // li/ ;ii' / ,.: II // // / \,1-jI 1 / 1 . j Nj1♦♦♦s' .!♦1♦ ♦♦♦ / I /// ' / / \ /.� 1 1 ;:.� oo ,,♦11=��1♦♦Marl "4��♦�♦ I j / = /I I .TKO , i Ilh ,,>�Z 1♦vo • ♦•�♦ / NO CIVIL SCOPE IN 1�0 1 1 y�♦� • •♦• ( / �I// �///ii/ii/ I / / THIS PACKAGE - ' J ,'\ '� l , 1 I / `r1 ♦♦ I / // / / ,. , / ✓ �— ,►;��11:c�///0 it;4P .4. Wiii 7"^ i 1 'AKA: — — i1 1 Io , 1 44.12♦ ♦ o, / / t / aI�I� �w 1 w ♦♦ .11♦♦•11♦•♦♦Ii♦4� ♦�• ♦ I I 1 // `;, i / ` 1� `\ {*Z / fit, 1 / 1 /„♦♦�1 ♦♦♦� �-.4.0,1��s=�=!♦�.�j�+1� A.T / 1 /� /I //// 4. / ✓ I 1 1 / :�'.� 0 LJ-1 1 / / ♦�� *• it* 4/44/4:4- 11♦11�,►: ' // / /// ,; l /I/ 1 / TM,® \ Q r , �{ , �X Twp �.w,, • \ •f*pip, • 1 I / //i' /✓i�iii/ 1 --� I/ 1I 1 1♦�� • f j11 �I // nl/// �.� //i�' ' Il /' // .... — pr // ci \ ! \ � ; orya.; I / // /// ! ' :;.:: # _ .�-.' / /////// 6 T /1/1 / 11 rr^^ a1 1. /,.' �-1- ►�� • II I a!1I / I ar// J , •'2,, / fS CO/ \'•{ 1%Ver ' 1 0117 /- ■ + +i 1 / I f/ / / � ill, / I I r TEMPORARY GRAVEL 1 V ♦� / - /11 I / / // / f•�. //' / . 1 1 f PARKING LOT APPROVED - 1 i _._ . /i ► I / / // , i,' .0.fr .// ,, / j / -�---- UNDER .SEPARATE PERMIT I • • D a 1 / -1 \ ♦11 J { / ' Ti1 -f ♦� / / / /-• f /0-- POSE 7 // / /� ::7I��_� y._ / j I \0 1/ ? !' 'o \ \ i ��'1 / , r / �1 1 I / // // / %/ �n, : ;/ I 1 �l I 1 1 CO v_7 ,r, op . / l ! il� '''1- / / / % :h'0 / / / \\ ( 1 f/°/ / / / /%/ i 1 � I �- \ f „ �� - Q o i` `� 1 i • ti� \ / f // / //ill ;,� 1 -� \ �� — < o r--- L. -.1, , if, -o co I I I ■ / .Z R ♦ \ / 1 �- �. 0 0 r I _ L 90 ■! { .t'w ♦ \ \ // / ,�,///// 1 1 I \ 1 1 / 1�i ______i_ -, V 'Z'3 7 ,iii 1 • 4t44 1 — — 1` 7—j 1 \ `� 44.. �� ' �.i'�...”' 1�♦ 1♦ — / \\ • � � — ' ,iii/i I \ •\ t� o c� c� IP 44 � \� 1 v v V 1 1 1 / / l 50-Oa \ L i I I / 1 28b: \ 0 ♦♦♦ r. N /// \ `, , ._ \ c) / / SW MURDOCK/ .■ �'; • •, t IN II I I I �1 \; I .4- ANI,,. `�. J I I I ' 1 I I i. I I / _ I _ I— / \ \ ---�— \ \ / / C.� STREET • 1-7-11\ eZ:.,� .� r-' _ . w . - - , �_ -_,..,42Z. - s _ - �, - o - _ _ , -t... . 77_, 1 1q3.1filf 1� + zli„CT �- �--—` �� ', " - ' -` '�- J-` Elk ` .rte 1- - ` -__ � 7 „,......___/..,,,/ir. ,:wfati_.::_,,,_„..5L,..,) ,, /,:,...\\ ,.' -- , ' -- \ - - - -- ._`_..,- 1111. =-R- �• - -- — ---- ` / /_1 L =uma / 1.., 1 1--u'-t- 1 I 177 �rrt _ ►� T -MIN . /—ir\ — i \� �_ orf 1i 710 , I — — — \ '- / . „A„,,o, , ,..., i K./ ,,\, / 1 1 I I ( , , I / I ---' /4 / IA 1 I I /� / /✓ �� / /�/ - b _ r... - ;-�v , 1\4'1 \1 �' \\ c3 3 �I// // /\\\�) / // 1 1i1 SPrtindAOR'972042500 / ] 0: 503.227.3251 , . . ,. //// / / 1 / j.� \\\\\\\ \\\ \\\\rel\\\VetN \ ` ., \\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\.R� 1 - •�` / / /.1 / // / �� /' 1 / I H . \\\\ \ I r ?:_e) \ (\ i I • // / I I y '/ F: 503.274.4fi81 / // / o / / r I - J / \ \ \ �� / ` www.kpff com / / � \ �j-, �i I I I I 1 ,, //�� Il � 11 /l 1 11 '� Al ;� I! �-- � - - ,`' �) 1L/' � � � � �/1I / / /�� ; � _� _�I ► / / r\o N 1 rI / I I I j/ / / `,1\Al/,„111 / /i�i/� �/ , - - �, I - / /i' N I - _ .. �- 1- .._i V � / ' J/ / / V 1 I / / ii / / 5 .),‘-b /,' /1 /,' 1 1 W ,, . _ / o, c.. / . / ,` \ (,-- . ___ . _. _ ., , �., _�� „ i / . / l 1 . , /, -f- \ // ,, ,-,,--- ,_ 1 I / r' ,-::— \ Ns)\ \ \ , . i, l _ , \ '- _! l 76 � ✓/ 1/'"h 1 I �\ 1 PRE-K/ DISTRICT BUILDING :K / //i///�// / / = i - -, '�- _ �i -- --__ 1,17, --__ , v, / ./ r - / '' -- r , r / / 117H-M/141 ' / �L�J j i yi - �1, r / _ _ // _`�_ i� I �/ / / !c e y plan • --, _________± I oi 1 / -411 • J ��-� i---_ > -- -J J f i / 1 i ,. it, I / `v / /' / // /U 1 / / , / / i // , c� 1 sem: �/ f I / / 1 ; . \ iiiii /�, / / / / / / / phase BID & PERMIT _ f 1 = I I 1 , (I �r • �f +/ I /i y' \ ij/ /� / / / / d ft / / /I' 1L / ,\ 1 I � i; ( 1 �� o II / /i / i / _/ _ Q Jj�� 11 ,Ii= a�:�/� T _ --- � Cr r►. /X (\i f 7 i,/ I 1 k o 'X / /)"- JI // //jt . \ ( // i/ / /- / i�/ - — date l FEBRUARYS, 2019 Cr) „/ 4 ApL ' J/' �-= ` 1 d-/ p,/ xw '.,.,..,.,,,..., .” / //��/11 t + f// / // ;' / / /1/ / /'/ / 'IV, i ; revisions 1 I • ".- -/ /� 003 f/// 111 //' // I/ _ / /� • p / / ` � _ , \ �; / /lI/I/1 01 1 �/ I / /' / / • l _ / �' r �' �/ 265- - --, / IA // j �I / , , i / / / / 1 _ _ \ — i /1 1 1 / / / // / / /I / I / /, / / _ /' / °Ec— ° , '(/ /1/7/1 r. / / / �/ I/ / I I — \ i - - -, '_� �/ ! �o ,� 1, ( � ,yam // / 1 ,/, / ' �j I I / / / / / / ' // �/ // // // I U \� _ _- ' ,1 l / ,l l / / I --°'CV \ - i&°°� , . - ///, \` 1'. 6 1 I .. / /� 1 / 1/ 1/l 1 I 1 / / , / / i / / 1 /' / / / // / 1 r mow, 1; 1 j1I / /// � � 1 1I1 / / / �/ / / / / / / f / _ SHEET NOTES ,' - - J ry 4 i1 di 1 j it I ♦ / 1/ I/I , 1 " , I1 / / / / / I I I -�►� \I\ I nom ( 4 y /,/ / � l ' X11 / , / 1- � ,/ / / I ._ Q 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE �' \ - �, X11 / / 1 1 / 1 / 1 / ONLY. I 1 / i ®� - l \ \ �� / %J//�1 J =```"i ♦ //1 / / / 1 / /' / / Il / // / ``'' // //i /y_ \ r 4.. // //, / ci/�l �, / , ; /, /, 1 , /r // / project # 16055 N 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2� - - - - ~ / / ^�i ..---J ��+ ``�\' 1 / /' /' / / 1 1 ' / / -./. 1 / / / / // // / co IN ANY DIRECTI •ON. ' ' ,� ` �\ j///////,...i / '�l / /'/ // '/ /�' �''� 1 i/ /I ' /r 1 I_ f -- ' GRADING PLAN OVERALL o /'/i // / t \.• '^ •:0\1 1 J d/ U!1 /' " I 1 , �/v // / / 1 I / / /1 /' / // 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ' 1 ;III � _ 1111 /� /' ■`' /t / ' r i/ !/ ( 1 �' / i / / ' / I / / / i 1 , C- c� ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES I I7 �i/7�/� ' • n; /1/'/ i /i ! °' ' I' i / / 1 1 I0 . N (ADAAG). I I ��'7 - "i 1 ! �` / /' / j / 1/ I I I !I �, / /; /1 / / 1 / / I 11 '70- 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME -266, i�/��/ / 1 5 'ti�� /'/j/'/ ,� 1/r1/ I 1/� ,/ 1 / / /' // 1 / J/ I 1 / 1MV FRAMES AND AREAS OF WORK. I I //'i� __ 1 0 �• ,�►*� �� a r/ ( �- 1/ / / j / / j / , / 1 1 i C3 ■/ ;260 / �� 5�� , / / / / I r ! I SCALE 1 INCH = 40 FEET C0•-r: / / - / -- \ l 1 \ �Z \ / /// //�' �' 11 // Jr,i ,I / / ! / / / 1 f 1 i . I ■ ■ I TCS . . I TEMPLETON ELEMENTARY SCHOOL J -- --/- - / ;ivy- I/ I 1 1 , 1 li f j / i / 1 / / f / r ) \. 1 1■cqw i ■-- — — — — — -�/ —'11//— r — — — \ — �/ ' /41 -I -�I iti 1 ..i..1 -i6r I —/� 171E — � J� / 1 / +'\\ v, \ , 40 0 40 8a NLLI I� , , / ,-,-/ / .J , / 1/ _, - - •( I i / , .; ! I ,h� / / // / ; I I I t \� - / I f ilm..)0.-- n -\ rj i w \-- WTWO laaW T i\ . - - - ',-It \i \ \ ' _ / / TRO W� / ' - III I ILE . N 0 1/ ,' 1' i I f ( ti 1i� 1 „, 1 1 -- ;O: / - - . , , 7 I + I / \ c / \ \ - 1, „ , \ a\ \ , ,_,._ i___„_ i , , \ , 11/4 , \\_ ...._ \ . _ _, 7 \ 4 1Sr i / \ C , 4 _._ -, i 1 \\ i y_[ \\\ \ \ \\ 284.36 1P , 1 1 1 1 l 1 e. \ \ �1• 1 \-- 1 �:. , \ ` / �\` 284. 2 TP / /.� •� ` � 771---, '_� ` �_ \\,:-.7` -.....-.\-- _ --\ �\ 1� � � c�� _.IJ � 1 r i 7 i fp, / � � \ I I 1 \ I I ha-_ 4IP \ ` *lal , i'� 5 I fl or, � . _ / - w -- �' / / }�f a �y��....__ __ �.� ` \ \ \ I I I V I 1 • \ i } __ - it* 1 AL,_____/ \ , 1 \ ' y -1_,. / / \ \ 1 :. 'i d 1 I \ \ �I / / i / / / C3.8, --6 I 1 ! �� - - 1 \ \ I _ 1 1• �� 'IP N.\303.81‘ , rr' /r/1i \ � - -� [\ \ Dull Olson Weekes - IBI Group I l / �' I \ 304`30 TPTC / 1 1 11 / 1 i / \ \ I 1 1 1 ' 291.01 TC / / 285.21 TC \ \ \ ` \ \ \ • Architects, Inc. II \ \ \I \ 1 ! �, I \ \ I 303.31 TP / \\ 1 \ / I 1 1 / / 1 290.51 TP / / / _; TP Lao ��'�\ \ \ \ I\\ \ \ \ \`I 'r \ \ / 1 1 f \ \ \1 / \ `1 \ \ I 1 ! 1 \J I I 1 I I I I / I I \/ �N ?88-.: 87.8 7 28 ';') ....284.71 --... N.--.. '‘:--.. 0 `\ \ \ ` \ \ \\\\1 1 I f\ \ I / / / / 1 1 2 $ TC 6 286.fl4 TC - ? \ \ '\ \ \ \ \ 907 SW Stark Street Portland OR 97205 USA 10+00 # \ 11+01 l r2+00 / `287.37 TP _ ' 9 > > \ tel 503 226 6950 fax 503 273 9192 I l I �- - \ �, - -J.� J I ' -� / l I ;14------1---/ I oI ?9Cryo8g T 285.54 TP 8\ 8� 2� ? 8\\ \?� \\ 2>8 `\ �. `\ fi I I v. ;, - 'v rte-- �° a` -^� N ,� rn \ \ , www.dowa-ibigroup.com www.ibigroup.com 1 1 1 1 I "� \ \ "� �, "'� / "'� „� \ N c°�' RI) I RI)/ 1 �v I N 1 / N / N 1 �, 1 �_____ , : 1 287 ` \ \ \ _ \ I \\ 1 ti ! / / Lcri `ir \ \ \1 1 I l I / 6.6� / / I �!_+- �3+� \\ I /iti `� \ _\ R.\\ \\ \ \ \ I I 1 I 1 I 1 \�I � 1 � / � � 1 / / / / � 11 1 � 2 I 1 I 11 \ 1 /I l , / 1 I 1 I 2.99•. oa _ _ _ +_ �\ ��\. , : \I \ \ \ \ \ r I 303.72 TC �n !! ` II 1 I 304.22 TPI 303.22 TP /( \ 1 1 11 1 ,/ / / / // 1 1 I I 1 \ i 5.0% 1 - `\\\� `� \ `\ `\ \ `\ ` `\ ' / 1 1 \ f, 285.49 TC A _ 1 l` \ \ \ ocp I 1 } + 1 1 Qy�� \ \ \ l 1 -/ f I / l li I I f 1 1 I , I 1:28\:::‘ 284.99 TP �� ` _fl_ / _I \ \ \\ \ \ \ \ 1 + 7� 303.60 FG I �' ) �� 1 296.30 FG 1 293.11 FG 1 291.04 TC 1 I , / I .- / \ \ \ \.I co I Ir'' fo � , l, � 290.50 TP 1 \ � '. , � 284.85 TC •�� / � \ \ 1 ovo7/is ii, . I . 8TC '/ j0 p PROF+ r \ J'i I I 299.27 BW 0I 1. . :, .: �,. 1II �-� TP _ 284.35 TP \ • ,;, RE F `1'°� ai= 3.8% 294.57 BW I 293.00 BW l 1 1C3.8 - ' • f` ly1 1 jI \ 1• c �,t N s 0yI I T - 1 17 �, F �� _ ! / I 1 �I 79701PE 9l .1 ( J co 1 1 297.43 TC I 294.19 TC 1 1 I 294.07 TC / / I 1 , 1 I ♦ \ / 1 •i��`L 68g �, \ o // / I + \\\\\\\ �� - 296.93 TP ! 293.69 1P 1 I , . / 284.17 TW ► \ DIGITALLY SIGNED I 293.57 TP 290.55 TC 1 1 1 290.12 TC . \ J 1 284.13 BW . �, rn ! I • !i f / 1 1 I /1 ,,1 / / I ; I 1 I 290.05 TP I 289.62 TP \ . \ cr / r'� °° `b r ,� ♦.r �� civ// / I I - - \/\/ 7/� -.(. 1 OREGON 1 1 ( ( / / I I 1 1 I ' " \ . y1 . \ , 1 • 28409 BW •WQ�� ,.f . 1 - _ - \ Rh / 1 < < 11r \/ 297.62 TC 1 1 / ( I 289.64 TP \ , . - 1 I Al` / / / 1 / - \ l / 1 274.31 BW . ry1 / / / _ J EXPIRATION DATE: Write I / / 297.12 TP / / 4.D% 1 1 /, l \ \ \ I iI I \ \ R ► ' ` N 2RO / / _ - / / / / 7-�1 1 1 / /, Al \ \ \ \ry 1 \� / 1 ' 289.50 TC /1 / ry' �9 •. �� / - 1 z I / / �, I / o� \ \ \ \ 1 1 ti i 1 / © \ ?T ♦ / fL• /7SxO '` I 276.33 TC 1� - // 1 O ' I 1 / . / / / / ry, / \ ry I 1 ( I ryi \ \ \ ti� \ N ( 289.00 TP // 8 I = �, c 1 1 / / / / / \ / 10 \ \ a \ \ / 1 1290.28 TC 1 \ // / 27> . / / �^ / 1 / 1 275.83 TPI I I ;1 ! 1 / / / ` , l \ \ \\, ` \ \ \( / 289.7a TP 1 \ / 1 / O 27 • l / \ 1 a I/ / - \ / / J \ , \ .\ r 289.1 D TC Abp. 1 285.50 FG t/s / `1, / \ 1 ! 1 \ \ 294.75 TC 292.74 TC\ \ 292.35 TC \ 289.92 TC 1 1 W. / / \ \ \ \ I 288.60 TP 1 A 274.51 BW1 W Q r 1 / �1 \ 294.25TP \ 292.24TP \ 291.$5TP289.42TP1 111141, 112, • �/ / / ' / I 1 l 295.36 TC 1 / / \\ / \ 1 \ 1 288.64 TC 1 . /. -IQO 1 ( 1 294.86 TP / J / / \ ` J / I 1 1 1 \ 288.14 TP ,` /� O / 274. T I t/1 1 / , I . / \ - l \ / r _I 1 " 274.10 RIM * ♦♦ 60 C I z i� I 1 1 / / \\ I \ \ I / ' , 4411.41 / ��/ 274.10 TP_Z / / ' - �' \ \ / 289.23 TC '• 289.50 FG / 275.97 TC 275.47 TP i 1 W I ! / / / / - ti ? i 1 288.73 TPI / MP 1 289.50 FG / / ♦♦ / / I � I / ( 7 1 r 1 � l I � I ♦ / • 1 \ I l � / 1 c I 1 1 1 I N I 1 I I / I \ 294.54 TC 292.54 TC, / �' 292.17 TC 290.14 TC 3 r 274.1 D RIM / / • �� / I 1 I 11 .` 294.04 TP 292.04 TP / 291.67 TP 289.64 TP i I • / / / I y / / l I 1 I I 1 / / / / •� / I \ 1 l I 4 1 \ ! \ 1 ♦ © I / / � 0 / / ( \ o l � _ \1 /1 11 /1I 113% \ • / /f - / 1 1 - / 274.00 TP 1 / I ♦ ://///1 I / / ////" ♦ -�1 11 / / � - � /I1 / 1 I --7 / J 1 / ♦ � ` 1 _ _ r _ _ j 275.20 RIM �, ,�. I 1 I 1 / / / J1 / l I 290.36 TC / J / I / �. /- _ ' // 274.D2 TC Irt1Il1I/ / / / / 289f86 TP ) 1 / ♦ FFE=290.00` / _ _ r - - - ' _ _ - / 273.52 TP 0 I ! 1 1 J / 293.28 TC / / I 290.33 TC2 / 1 / - - - - _ „' _ _1 `� I 1 11J293.84 TC ,/ 292.78TP / / I 289.83 TP / 1 // 444iiri 444a*** / / / w / _ - 274.50 FG .�I I 1 ! 1293.34 TP , ,/ / / 1 \ / • 1 / - f 274.75 TC Q 1 I I - 1 1 1 / - - / T1289.92 TC I / • *** / / / J274.25 TP \ till 1 ! 1 1 . c" / / 1 1 / / / / / / 289.42 TP /*IWO . / - I `/ i0,, _ 1 _L I 1 11 - N1 / l ,/ / ,/ / l 1 I o !/ ,/ / / U ti 11 1 I I I R. 1 1 / / / �- 1 1 0 © / /--\ ♦ 7 TC O 1 • 1 1 1 / ' / f 1 1 / - 274.33 TC .. 2 5 00 ma / i 1 I 1 - 1 1 0,x,1 / I l 293.07 TC / / 290.47 TC / 0y 289.60 TC O / �1 I \ I 273.83 TP 274.50 TP / / I I ti 1 / / 1 / / C� / I 1 - 1 1 1 / 292.57 TP / / 289.97 TP / t 289.10 TP t 1 F F E=2 7 5.00 / , cn = . 1 i/ ' 1 a Jr I I 1 1 ! 1 I / i / / // / /, �\ I ,\ 4T�� / / - \ }r . I 1 / \ 274.50 FG /I 1 / ***it* / , I \ / ' 1 I I 11 I /1 / 292.67 TP / /` // // / C1 3.81 / / 1_ / _ = / / ��I 274.50 FG � 1 ,♦ (� r� ♦ \ 274.50 FG ♦. / "3 CVO \\ // I 1 111 1 / / / // // // `� / 290.06 TC / / / . �' © . I I I ! / ( / �ti , 2a9.56 TP 1 / / . © \1 *.. / / 13 \ / ! / . ! / 1 /I4.1i / / � /\ / II / I_ - - r�- ; / / I . ,� © 1 / / M 1- _C o a- 4y ---L I I •1 I I I d / f / / / / / / / C3.8 ' 1 •� o /i f: 1 I I / 1 1 1 1 I / , ! / / ,/ / , / •, l • �V•, •, ^� ,/ ,/ ,, ' rn �- o I ,_ . 1 1 / ' 17./ 1 / / ♦ ♦ ' 274.75 TC . / •�••+ M M+ . �I - I � 1 / 1 l 1 / -----"- r / 1 ♦ / 0 / • . 274.25 TP �� / /I I 1 / fl1f / 1 . /6 ♦♦ / . .... (.0 o M cY7/ I I / / / /292.06 TC i I11 / / / 1 • / 0 �. O .i ,[` / / L. s caI / f I I 1 J / 1 1 291.56 TP 1rl r I ! / rl ;r / „zr1 1 1 1 1// I / ♦ ,/ a �� / / I-�/ 1 ! 11111 J 1 1 , _ / / / , A 274.75 TC / / 1 I 1 1 I I / / / / // ♦ 1 v• f 274.50 FG .. / I / I / I i l 1 1 11 1n _, ;rn / / / ` �, ♦ . 274.25 TP /I / ; , I 293.61 TC / 291.83 TC ' �. / / / • / / / l<13f.f\ / I 293.11 TP / 1291.33 TP I / I / / / / / /*** 0 / A/• / / / / -� I 1 1 / / j 1 I 1 \ / ./, 44, III/ 274.03 RIM / / 1 1 1 1 / FFE=290.00 MATCHLINE SEE SHEET C3.2 • 7A / / / 1 l 1 / J I J � � 1 ' _ / !�x / ',./ /1 r 1 I 1 I / h°` / =4 / • 1• W4t I / / 111 SW Fifth Ave., Suite 2500 / °( 1 / / / 1 1 / 1 / 1 / 0� / ♦ . / ! Portland,OR 97204 • l. 1 MI .r . r -1k, 1 ! 1 / r / AY r i / F: 503.274.4681 / / ./ / / / / , , / / ** p ' / / L l www.koff.com sir. ;k_.77,?I��7hy l' SHEET LEGEND GRADING LABEL LEGEND 0 KEY NOTES SHEET NOTES GRADE BREAK 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE 1 ' . J • Qf CALLOUT DESCRIPTION �� i ---. Z._ EX. CONTOUR MINOR BUILDING. ONLY. X. GRADING SLOPE AND DIRECTION (DOWNHILL) 2 STRIP TOPSOIL AND PROVIDE EXCAVATION OR FILL AS 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% i.I-' _! I NEEDED TO ACHIEVE SUBGRADE ELEVATION. PROVIDE IN ANY DIRECTION. - 7 SPOT ELEVATION STRUCTURAL FILL AS SPECIFIED UNDER BUILDING ANDl �� 43 CONTOUR MINOR (FG) I a n DESCRIPTION LISTED BELOW. PAVEMENTS. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA key p 5C CONTOUR MAJOR (FG) 1 NO DESCRIPTION MEANS TP OR TG ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES lin SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED (ADAAG). 0 - - - - - CATCH UNE ,-XX.XX XX GRADING OF SIDEWALK & PLAZA AREAS. phase I BID & PERMIT BOT BOTTOM OF POND4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME 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 ah FFE FINISHED FLOOR UNDER BUILDING FLOOR SLABS IN COORDINATION WITH date FEBRUARY 8, 2D19 cNi FL FLOW LINE RADON MITIGATION SYSTEM, SEE SPECIFICATIONS oHP HIGH POINT SECTION 23 21 13. revisions cLP LOW POINT �- RIM RIM OF STRUCTURE 6 FINAL GRADING SHOWN. TRANSITION TO EXISTING GRADES AT OTC TOP OF CURB TG TOP OF GROUND 4:1 MAX SLOPES TO ACCOMMODATE PHASING. ii TP TOP OF PAVEMENT I 0 U (XXX.X±) GRADE 1/5 (MATCH GWHERE APPLICABLE) IJ project # 16055 1- d) N 0 GRADING PLAN co,- o - SCALE_ 1 INCH = 20 FEET ...cil J 20 0 20 40 -. -1 ', 1 / / , -0- . , , / f ,‘.. , , ' (:-.) / 1 I 1 11 I 1 / 1 1 1I!__ : L / / I /// ♦ \ �• ..A,°: C .. �� / /I / I, , 1 / 1 1 1 .,� r .. \.\ / / / • / / // 1 / I1 1 I / / / , ' ♦ • .- ! - - � � m . I rL l- .1.. ' - 1..- ,/ ' i 1 - I- L I - // .- - - ... - - MATCHLINE SE SH ET C3. - - - - -.. - .1 - - - - - - - �'0- - - \� �* L - / /l /� ` _ y- / 1 / � 1 ' I T 1 / / /� � I Vi `�� Ir�►� 1 // 1 1 291.63 TC 1 / / FFE=290.00 / /♦I 1 1 1 I , 1 / 1 291.13 TP1 I L f // / v / V 274.50 FG I ,• / / WPM / // I �' 1 I I 1 / l / I J � �L 1 I / I �' // �� © ♦ i# I / I / { I / 1 / / / / / /� / �• ♦ 272.78 RIM ©, / / / L I / I 1 / / / / / / / •, • /'moi _ l 1 1 I / ' / / / / T �� / / � © ► 1 / � / / / I I / / / / / ' • \ iio 273.7 Tc / / \ / ! 1 292.65 TG / / / 1 / 1/ / ' 4 9' ' ' / © ♦ \ 273.29 TP 0 / / 292.15 TP / / / / / 1 ' . / L Ill ,i / ! / / / // / / 290.51 TC ? .`/ T N. // I / 1 / / / / / / 290.01 TP °1 C� 3 81 �. / o / . .' / 0/ l I 11 I {�� 1 * / TWALITY MIDDLE SCHOOL ♦ \ A. / 11 / 1 1 I 291.8a TC / . / . \ *W / i I 1 / 1 , I 290.20 TC / 290.02 TC 289.56 TC , - -1 / / I 291.30 TP 289.70 TP 7 / ♦ 40 274.75 TC { rR� !I 1 , 1 , I I / / 289.52 TP 289.06 TP . / \ ��4 274.25 TP�-\ // � l r/ 11/ 2s4.a5 Bw 1 � ` P / // � 28g �'�� # / / ♦I 1 � I icy 1 1 298.61 FG 1 / 289.36 TC. 274.50 FG \ .� I B I t f l ' 1 I 1 / 288.86 TP AI / Il 11 / / I 1 / / i i288.13 TC jAkt ' 274.29 RIM \ .. /1 1 , I 1 / I , m ,� 287.63TP' 1 .` I ♦ / I/ til Iy . , �� . / 11 ,11 � � : � � oda 1 �� / I , / I , 1 II / 1 . S.1* * 274.69 TC •* / Dull Olson Weekes - 1131 Group 1I I I / / ;'% 1 ` • •. . . 274.19 TP / / / Architects, Inc. l 1 / / / / '1 < / 287.46 TC , �,©,a . • / / / / a , � . •/ - 11 / l / 1 I f= 287 2as.96 TP . �� ,� / / . 1p /4. _ . 1 I 1 o • • ,•1*f*4 •. 1/ . / 907 5W stark Street Portland OR 97205 USA lI 1 / h // / www.dowa ibigroup.com www.ibigroup.com TRO / 1 / I AD ' I •♦ . . 274.21 TC / /' tel 503 226 6950 fax 503 273 9192 1 J If I / 1 1 / �; �' W****• 273.71 TP •. / 1 l / / 1 1 ° / / i,�°` / • 274.50 FG . / / / ---1- ! / I l 1 "'ft '.,�r/286.35 TC 286 I - 1 .• 1 / iiiMMENIMMI -' I 1 1 1 I / / l '' 285.85 TP � � ' 274.45 LP FFE-275.00 4� / // / / 11 I •r / 1 1 I * " �' 285.85 TC 274.50 FG 274.50 FG . / / / icy / � I I I 1 I 1 I ,4t 285.35 TP 277.16 BW 274.42 RIM .• / / 1 / 1 , 1 l / ;:� / M , ! \ / ' 1 1 1 , 1 I el.'• 285.84 TC 274.50:PG- ♦� I l ! / 1\ I I 1I I / /�/ 285.34 TP �. / I �Ep PRDFF o2/a7/1s \\-) 1 ! ' '' 'I ` 274.42IM � / i �� ssi1 I / 1 , 01I 286.41 TC .; / (7:7:11: o� 274.75 TC �, Ng o285.91 TP �•,. 4` 274.50 G 274.25 TP Q qI cc, F # 1 y ' ` / / 79701PE/ ��' I 1 ,i; 274.85 �. / I 277.16 BW ♦ / ��. �1- �/ 1 I I 1 11 ,,f / 285.91 TC FFE=27 8.0 0 �� 275.35 TC /1 i1 r1 1 �,.' ' 285.41 TP , . . *• / DIGITALLY SIGNED 1 1 1 1 1 1 ° '1?. �. . . ♦ 274.85 TP 1/ / ✓OREGOQ,1I 1 1 :�i .• • 277.16 BW 4� 273.80 RIM / 1 / �� !0 yo I 1 . .,� k A . , / l GI MARK p0 1 1 1 -" fin . , , � � � \ iti I�, l D r / I\ J't -- ' I / / / ♦ 0 ,, . ,� �/ C3.8 1 / { EXPIRATION DATE: 12/31/,!9 I I I ! 1 I I !, 1.4" 0 ., _*,,,, irmA / , .* ,... \ 27s.00 Bw I / 1 / F *. 4P44,* v Tt.i i i, ** ___,, TR \ -� ! , t, ‘: / ! ICU. . pT \ M ,b oo I . r TLVLT " 'l / f )A% x40 fie . � � 74, r1\ / /� /hry ,4'7 © �� I 1 \ ,/ _L 1 1, , , / \ I6 *wir � 0 1 1 1 !c9,)., / �' 286.62 TC I / 1 I1 FFE=2864 .00 - 1 I 1 /1- 1 v- ;ill. / 286.12 TP 1 I 1 I \ / `1 I w ,� I I' / 285.91 TC ' •� ~� I _._.. _.� / l 1 \ / 1 I N 1 3,p ♦♦ 286.00 TP ,� / c All �� ♦p. 285.41 TP \ / / / , \\ / � - j`I`r ;' / I�.� 285.$7 TC � _ ��_ I I /', 0 Icy \ ,� { / /� 1 / 286.65 IC ' \\ \ 285.37TP ' _ // \ - / r` 286.15 TP v /tor285.47 TC TP ocV 277.98 TP GB 1��j I , / -51L--- � / I . ti L - - 286.00 TP - \ / I 4 11 �I /tit \ �`I�; 285.99 TP 285.78 TP :11:/: " F. v 1 / --� 286.66 TG \ &,-E�►- ry r 286.10 TC ~- L -n- 71 276.68 TC /1 / // . 285.60 TP 277.46 TP GB 276.18 TP / , +� \\ I f J 286.16 TP 2.5 4\/4 ( `;� �� i r - .46 TP TP 1_ + ( 1 /I I "'i \ 1 .,��., ♦, ' �` /. TP 277.28 TC / o I / l �..�11 '� 1 / 276.78 TP 1 /� I / / -I fl \� 285.55 TC/TP, •�I / / / .1TC © 7 / 1 0 / I. 1 _ rao >C �� \�• � 285.68 TP `L� 1 I I 1 / -•~+ 1 . / I / 11 N 2$6.02 TP �` ♦ / /l` r�� © Ro -____/ I // ` Y� � �+ ♦. J � 28593 TP ' / I , /O GOAL P05T •/ � � 1 i � / 285.55P / / / Q\ / y/ 1 y `\ 285.63 TP ��.4 285.45 TP / // o ' /1228866..380 \ � - \\ 1 j // •" oc� \ 3.0� \ 285.58 TP / � / / // / �i � � 1 , o, / a� \ \ \ / 285.40 TP / 1 / -1 1 / icy O / -L \ , { "\ \ \ 3 ` / / ,N ` FFE=278.001 \ / 0 +- / -L I` \ \ 286 0 .73 TC �'�, / / I - \ w \ 286.23 TP / \ , \ / 1 / � N / -� I �N I _ _�284.95 RIM / ' \ / 3 CV or 1 / K O_1 \ ? �I 1 I I \_a //'/ / // 25.29 TP 286.00 FG 9 / \\ 11 I /, 2 O) 1 \ . ct �_ ..�- I 1 1 I I\ o' 285.57 RIM _ / ` /7 0 FG II _ �� \ \ // I- V = O 17 �� I 1 ! I r 291.05 TC . . . 285.98 TC / 2 8 Q \ CO L 4'.. \ I285.76RIM 285.48TP 278.00R!M / ♦ \� / 29055TP1AO 1 CD co O 1,1 290.78 TP 0,8g \ 1 286.07 TC / /'% Q, ` \y \ \ o I cv I � - - I • / im 1 �© 285.98 TC \ 285.57 TP 3.7•� , �� - \I \ H . r I 1 / f \ 113 i; J \ 1 �� I ! /- ,I; I 1 I/ C 285.48 TP / ( 285.88 TC �. 277.25 RIM ' ***2 .,,� 1 \ \\ N\ / 1 1 1 ?g , ��. 285.98 TC / \�! 285.38 TP O . • 1 \ \ I 73 294.03 TC �) / I l �� i�� / ♦ Ro, ♦ \ \ . I ,' .� Q O ti29353 TP \ I /, 4 I 1 �0 285.96 TP ` >. ` �'� / \ 285.48 TP 2.�g q? . 277.98 FG , \ \ I o 1C / . O d 1 '�.+ �l L / 4:°' 1 1 1 ) 287.08 TG \ 285.27 RIM I 144 �1+ *ft* ♦ \ _ _ TT / 07 I rn 1 \. 277.10 RIM 277.80 FG / \ _ - // \ 286.58 TP / /� �• 1� 4ry I.-4 -, ♦ �N2,/,/\: � � - � I/ M. as cr, -1- M �+ I I2"'VLX 5.0� I ' I I 289.87 TC v\� `� f �.' \Y `L _ r! I �,, I ' / € 289.37 TP / 285.88 TC / � 6 S ? Cr • o \ - - I / 1 285.38 TP - r - _ n .Qr) + i ' - - O c'� Ce) I I 6.0% I I �� - 0 _. \ - -_ - O O •"lic250-00 ��. I /,/ I \ I -�- / 1 // \ \ 285.96 TP ' ?80\ 279 - - T, r CN - - . cvin in •+ ` j 293.90 TC-.,, \I I rn I 290.56 TC 288.40 TC J �� NCP N *,*., - - ..� l r- a-:TP �� / I c-j } 290.06 TP - - -� r - (1,�►- -- ,,,,i _ _ ti f�. 293.40 \� ,\ / ` 11 1 : I \ 287.90 TP \ \ \ \ /� / - . / \ �� - � � II �288.14 FG � � \ \� -, \ 1 � I � 274.22TC� 273.72 TC �' � J ✓�"�,- =-.. �- �f I \ L / 273.72 TP \ o / - - - --L.::: li\ W r 117 �/ I \-----------(1- , 273.22 TP \ - JA.294.24 FGAA4AW � - / - , kA _287.64 BW Y� - � , � \� _ L1 _� max, ® 1 �, /ice ' � \ � _ - o ► iii _ - -- �,4 �-'�� J r\_) ..7.' kPff 293.59 BW +�r laIMMEIMM.„ / it-•} ✓, 1-1 r bra ' _95 o j� �. -- �,J' �^� .-- �,.. a ��. �. �� - / ' �� / / - / .- //1 Fl ,� _ >/ ,\( 1 \ /'n\ \ ti v / 288.51 TG 1 T I L 1� / - ,�, / _ / i ' J- ' /4 >� i 293.97 FG _ - 288.01 TP `l� + / 1--- �- \ / 292.82 BW I I I -� 111 SW Fifth Ave., Suite 2500 / N / / �' /O // / /J / Portland,OR 97204 'w / ^ / / /' / O: 503.227.3251 \ I /' nn � � I I I i f // I� �� // nR / /f / y ' c, // _ - �„csi,-- (�� / Fwww3kDff am81 : - 1 SHEET LEGEND GRADING LABEL LEGEND © KEY NOTES SHEET NOTES -�i -,,,,,--r/ ,, ,w.? GRADE BREAK 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ��,�/I,,.o,, QJ CALLOUT DESCRIPTION BUILDING. ONLY. -..d_ 1•.t&•:" • ip - 49- - - - -- EX. CONTOUR MINOR 1 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% • 50 EX. CONTOUR MAJOR rF NEEDED TO ACHIEVE SUBGRADE ELEVATION. PROVIDE IN ANY DIRECTION. - it 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 key plan 50 CONTOUR MAJOR (FG) 1 ri, NO DESCRIPTION MEANS TP OR TG 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). - - - - - CATCH UNE XX.XX XX GRADING OF SIDEWALK & PLAZA AREAS. phase ! BID & PERMIT 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. 1 fai EGEXISTING GRADE 5 PROVIDE 8-INCH LAYER OF COMPACTED BACKFILL MATERIAL date ! FEBRUARY 8 2019 FFE FINISHED FLOOR UNDER BUILDING FLOOR SLABS IN COORDINATION WITH ' cv FL FLOW LINE RADON MITIGATION SYSTEM, SEE SPECIFICATIONS o SECTION 23 21 13. HP HIGH POINT revisions c8n 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. I 2 TG TOP OF GROUND 0_ TP TOP OF PAVEMENT I Q U (XXX.Xf) EXISTING GRADE (MATCH WHERE APPLICABLE) >I- I- =1 J project # 16055 6 CV MGRADINGPLAN O O Iz- 00 N� C3 • 2 .0 SCALE 1 INCH = 20 FEET rs� oZ I % nim � I 0413.1 20 0 20 40 (NU- - .I J.LL 1 1 , - �' .-..-.._.:w_ "�' - '\ `y ti. 2,L1 -°-- 571 r"-± • 1�-� (° �, i o 0Aii (11.1.....) --(P)n !HMI i! !I„ - MATCHLINE SEE SHEET C3.2` n �.,. -\ ,' ; fi3 � ; ,.,. i � ; -- _ -.. ,� . • .. 2.618 - 257 - ar,II \ I \ I i - _256 _ 73 CP CD 4- --- - Mr /� ^ �s � / 5 __ -25 ";yf �� N c0 263.44 TC 261.85 TC o 260.50 TC / i '\`}' / oi �0 6� `\ \ 262.94 TP 261.35 TP ilic- /// / J(\, �, / �, 2 \ I 260.00 TP 1 I i ', / / // / ---71- Hg RD a a a ` ' / / q/. - i / \\V \\\I\\\\V ! / 1t. / / / - / \ 263.80 TC 262.12 TC \ / / - - ,o / / / / /z'. \ \ 23.30 TP 261.62 TP N / ~ < ` \ �, / 1 / ,/r ; / ",' II _ - ABB-- - _ - - - - ` \ - _ / L 11 � /, / � I / / � / //' / j ;1-74/: \ 26x.75 TCI �' _.^..� E-21- TTJB JB E - - - - - - ARD \ I j I / .! / // i-` \ 260.25 TP / 260.00 TC iJ 1 ! / I \\\\ \\\\\ \\\\\\\\\\ \\h ` l\\\\\\\\\\ \\\\\� \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ,RD `L". / - 259.50 TP , f 1 •it / // 1 1 f 7/ 1 f \ - - - - , I 1 1 ! / 1 I r ., HB \ \. . / N \� I 1 f I 1 1 �. 1 1 r IV A ' / • / cj I 1 - I I l 7 1 i - - - - J \ \ 0 \26O.92T 260.25TC I ! 1 C / II1 f ••• ± I av- v / / 1 /! r \ 260.42 TP / 259:75 TP 'i d f f f aoi � ! ! / / \ I i "' i r ?1-)c-Pt-„, N ti, / / ' I \\ \ \ .. ,/ N' `,' / : iiI I E / ! I \ \ / 2.0% / •� o \ i ' ' I / / �� / I cv / / i V A / / / / ti \ 1 O . / / ` ! / Dull Qlson Weekes - IBI Group 11 r` /I/ I r 0 / \ ! +' Architects, Inc. 41 / 1 \ \ 260.65 TC -+ = / / ///1 / / 1 'I \ I 26x.15 TP 1� / -.------- -- - 907 SW Stark Street Portland OR 97205 USA / / 1 \ g0 I / \ \• tel 503 226 6950 fax 503 273 9192 R / \ \ • �, tTh. / / www.dowa-ibigroup,corn www,ibigroup.corn 00, PRE-K / DISTRICT BUILDING \ 260.19 TC 1 •;'• 1 t 259.fi9 TP `I� i 1 ! \ \ .\\\\\\t, / 5� i -- -- / ! ��. V258.75 TC/ ti 1 1 I \_ ` _ , 258.25 TP ' f -= 1 �I l i j 260.67 TC / � ^co / _ _ - / / /l o o- r 1 1 l • L- -RD / 260.17 TP 259.5a TC `� h`� _ - _ - - D PROF ozro7i�s V /` ��,� 1 r : \ / 259.00 TP ;� ryhh ill*. \ 0 c 0J _ - 5�' G s/cl,40 tk- 45o 1\4 stN �n ti / I / ;. Fl .t i C� I 1 iii / 259.35 TC �, h�, , _ l - 7970 PE P \ I 258.85 TP `� h� r r - ,-�-�-7---- -------- DIGITALLY C1 _ / / % ry o oiG10REGON SIGNED - .-- L- i A,, - RD ! , : i 40 J 1 ifo . , / i.------,.,,,, 6 1<ri'v / /111"///11 / I EXPIRATION DATE: 1y91/79\ ,\ '.., --, 1 ` / / / , s' V �` / 259.50 TC ` " r� cv /- 5 ') -2-:L---'-- / / // A // ��,� 259.00 TP c,�r / i, , / I HBID // f 29 //� ``.0 4.2:1 1 / 7 �] I- - p'/ _ ' \ / /I-'--„� �c I\ y o N 259.00 TC 1 ,�y \ / ~ T // I 258.50 TP 1 1-- as O \ / f \ / �� / ! I cv' 1 \ �/ �I \ s / 2 1 o°' � I / v •HB co / \ / ° \ / 258.50 TC k / RD RD L � \ °, '� 258.00 TP iii. / ! i , - - 259.84 TC 1 �� \ 259.34 TP 1 j f I cl N 267 \ 258.82 TC f f 'RD / 258.32 TP 1 L .__ ___ ___.‘..',1',!. , -266 co g/ I 1 1 f �/ „�� `L�� . \ ® �/ r 265- -• rD'cN cv 259.50 TC 1 1 if I I I Cc 0 .- / 264 - - \ a �. ro/ 262.$1 TC 259.00 TP I 1 I f f f I L ' I = // 263 • N M 262.31 TP icn 1 I I I / Ai + _ - DEC 01017 \. / �° �' II ! !Ill :I / f Ci.) I 1 I ti � L I I ) . 1 1/ r ; 1 1 / 0 I , \ co _ _ 260.50 TC ' / 11 / / If ' I // �. _ .2 °°Iw _ - ` 26a.aa TP / so• / ! t t I / 1\ - i : 1 \ / / f 262.33 IC \ / 1 r' ! I II /• \ ti��, 261.83 TP1 / 4:16.1-, i ! 1 I 1 1 1 I 11 // O d' tt O D4 1 ! I O /1 ti� 0 0 i N \ 1 / , -- RD---"--. • •;'(' ' ! ! + ftp 0 r 1` w �- I a) 1 f ilir \ FYI 260 79 TP y I 11 i f I / , 9, 4 / . 4) / i , "ti Cli ,/ ,, / .4101' - w / / / CD CO a] 2-63- i I / / / / / 1 r I �� 1 I / / / / ! ! I /� , H �� 1 I / / / / / G�TETF�ERALL I i , / ; 1 0- o a o a o 0 0 ' ■>_ Q O 1` \� \I 1 1 / ' 11 o 8 `. 1'44 • / i ' moo N • ° /// 1 ' / ! 1 ii 'o TETHERBALL / j� 6 ti. / r � ! 1 i � ! �f � M � , . 1 r I l''''' o e ;� • 1 ! i 1 iCO Cr) ...."1 2 co I 1111 III -�. �- / / / I 0 1}ETHERBALL i j I 1-- 1 LTI)- 453 IF'- L?)- x��•, ' 1I 261 / 11 • I '�`' - I `0 I/�. 1 / 1 l 1 // 1� I l<Pfil 265 �, A3.... / / 1 1 J; 1 1 I + I I 1 1 1 i I �� 1 1 lik - � 260- - ! i I l I iw z/ i I I / I I 111 SW Fifth Ave., Suite 2500 L TEMPLETON ELEMENTARY SCHOOL - I }I Portland, F:1503,227.3251 I I I OR 97204 O: 503.227.3251 / I I 1 4681 www.koff.com SHEET LEGEND GRADING LABEL LEGEND 0 KEY NOTES SHEET NOTES �- , /47 , GRADE BREAK 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE r% �% CALLOUT DESCRIPTION - • __. • 'J BUILDING. ONLY. ,--.�.�- -r;,• �iJ.1 ;/�•�,,p. -49 EX. CONTOUR MINOR /�e%/ ., .- � 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% I,1��f „!i/ w NEEDED TO ACHIEVE SUBGRADE ELEVATION. PROVIDE IN ANY DIRECTION. 'r . �;'; 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 key plan 50 CONTOUR MAJOR (FG) NO DESCRIPTION MEANS TP OR TG ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES rin 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED (ADAAG). 0 - - - - CATCH LINE �XX.XX XX GRADING OF SIDEWALK & PLAZA AREAS. phase BID & PERMIT T4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME BOT BOTTOM OF POND 0 BW BACKOF WALK 4 PROVIDE SMOOTH TRANSITION TO EXISTING SURFACES. FRAMES AND AREAS OF WORK. a EG EXISTING GRADE 5 PROVIDE 8-INCH LAYER OF COMPACTED BACKFILL MATERIAL c6 FFE FINISHED FLOOR UNDER BUILDING FLOOR SLABS IN COORDINATION WITH date FEBRUARYS, 2019 c FL FLOW LINE RADON MITIGATION SYSTEM, SEE SPECIFICATIONS o HP HIGH POINT SECTION 23 21 13. revisions 1 o LP LOW POINT co RIM RIM OF STRUCTUREI E 6 FINAL GRADING SHOWN. TRANSITION TO EXISTING GRADES AT TC TOP OF CURB 4:1 MAX SLOPES TO ACCOMMODATE PHASING. TG TOP OF GROUND I 0- TP TOP OF PAVEMENT I Q U (XXX.Xf) EXISTING GRADEI Cii (MATCH WHERE APPLICABLE) >I J project # 16055 I- 1 0 N co GRADING PLAN 0 r O O N T._ rIZ C3 . 3 �U SCALE 1 INCH = 20 FEET �Z lininlin0 N EU 05-1 20 0 20 40 N Li_ -- - -. 320 I 320 irr n , 315 - - 315 250.00' N)TE: FENCE ON TOP OF WALL, REFERENCE LANDSCAPE PLANS FOR INFC I i IP I 1 310 Q 310 L E _,J ._ _ _._ .__. __ .. _ _._... C7 O_ ___ _ _ Z 305 - Q TOP OF WALL ELEVATION CONCRETE RETAINING WALL - REF. STRUCTURAL PLANS - 305 "J w Q o FG TOP OF WALL 302.0 m Lc, EXISTING c-.) MMMINIIIiIMIMMINNEMB± a + GRADE ! - . Y a ::: 11,FG BACK OF WALL ±TI • _ -Y. 4 • =� r'(-� ��'t^ J""T .fit �r• '•!-. .Y. r- _ as 1 ` ! e. _ Q 300 • - .1 ,r"�� r' ��- ,: 3D0rikji 1 B I Ln': t •fri‘ k I :t [ .... + •I,. +•Cl a r • ., 1 t L• ��•: ..�.. a. k :'- • 4: � Dull Olson Weekes IBI Group 2 s':' , , 295 Q G �;- .f. ,Yr� N :� !. :• '; `:�• ° � Architects,EXE � �, �• `� ' � GRAD,. •y.- - . 907 SW Stark Street Portland Inc.c 97205 USA VRETAINING WALL FOUNDATIONS AND STEPS PER STRUCTURAL PLANS tel 503 226 6 50 fax 503 273 9192 290 - FG BOW TOP OF FOOTING - 290 www.dowa-ibigroup.com www.ibigroup.com FG BOW FG BOW __ 200+26:00 200+47.82 294.05 293.97 285 I 1 I 285 199+50 200+00 200+50 201+00 201+50 202+00 202+50 CAST-I N-PLACE RETAINING WALL-A PROFILE EaP�oF ° 07.,g .��R Ess SCALE: HORIZ: 1" = 10' �4‹, (,,,�c, { N �F�/pf,9� VERT: 1" = 5' 79701 PE DIGITALLY SIGNED OREGON ,d ��• f 0. 1441 % �U� Ma sx oCO II EXPIRATION DATE: 12131/19 I 320 320 315 315 222.82' - NOTE: FENCE ON TOP OF WALL, REFERENCE LANDSCAPE PLANS FOR INFO 310 1 Q 0 Q 310 J Q --L + ,,— Q L1 i 4 U i1 Q Q CD . Simmm Z_ m 305 FG BACK OF WALL z 305 CONCRETE RETAINING WALL REF. STRUCTURAL PLANSLU CC LU 0[ l3 [� -; ,fr .. of ..j•:' '? Z,"• . :�. 1. .�... '1 + [i• ,�. r' ,ems' Vii, •, :�, ! _ O r ,[i. ylt %L. z, • • ! • •^-r`.'47.4.-. —, 'r ,_Zi •, .� • i -I Y,( • s J CA :••." :.4,!...,,.".., .,-.7,'„.•;;:••••;. .. [- :•:- "' :.�' - js: �!.� 'r' :,�� 'sit+... A :�. i�•� '1' •' i CL ,� . - ce " ' . . .' -' ' �;• • `• , f 300 ,•.,:.••,-; I . -�f.es',.. .,.. [ t . . ,:. -• t. T .z ..':- .. '�' - •� --��• .,• _- '.".::'::1:-: '...;'..'..'_ 47:•,-, -.":.:.-;: ,,"•-•;-'..':::" ''f.172•?•"',..':‘,'"',"-..i'"':.;:".'.;V.,".`•:;:.::•';'.7:- Y.:‘. ..:',7.::7,,;:•?.:•"•.•.;•:'•:•-•'"....;:"•;,• .'-'7.17. ./ .,, •3. :.:‘...":-?,''- !.-:".:1.•"•'f''..."." "I'''..-„.-;"'"'• '''•-. ......*'?' :"'•':'.:3.77•;'!"4',:•:..:;74' ----,'.:,:......•:'.'‘-.. • .:'-r.':" ;. ..;. ::'. !.':'.....-. '..:.•. ' 7 d : .'' "'"-• ••:•--.. ..„ GRADE 1 ,-„.1 co ';• r ` A , EXIST ING z 300 O r , : 1:: �• � r , 1 U O t N w r �i OU .1:7:.1..::::;:::..,.';':..;...t.: .::::;-;::;..": + EXISTING I- 295 GRADE FG BOW ` -`: i ,� .Jr ' : . : ,� �� a c� 04 - 295 249.3 - . ." CL CO RETAINING WALL FOUNDATIONS AND STEPS PER STRUCTURAL PLANS ----- - � CD CICS 03 290 ~ ~ ~ � _' - __ 290 ~ _ XRsnNc -� _ ao Q ' or_ Imm -C ti C)0CD 285 I 285 ‘IP 202+50 203+00 203+50 204+00 204+50 205+00 L Cla '� CAST-1N-PLACE RETAINING WALL-A PROFILE ca _ _ o � � o SCALE: HORIZ: 1" = 10' VERT: .- -,- 4- 1" = 5' 1q3ff 315 I , I 315 111 SW Fifth Ave., Suite 2500 I i Po Hand, OR 97204 I --1 - -- _ L-.-- -... ,,-_--.. _- ..._,- 0: 503 227 3251 i. .. _ _"-- --1-- - — -- _ .— ___ s_... ... .. . _ F. 503.274.4681 � www.kpff.com I, 109.46' 310 310 C121 J Q W C.) 0 305 J m 305 I CD z m u_ I- o TOP OF WALL ELEVATION ¢ k eI a n CC v o co 293.7 ---------- Y p Cin 300 - om J TOP OF WALL ELEVATION ¢ 300 J CL N cV Q 293.0 J a phase BID & PERMIT rn TOP OF WALL ELEVATION I ___��._�� _ . ______4_._-__.�__-. CL N N 293.0 Z -_ I T TOP OF WALL ELE JATI ON Q -_-_.__ _.__ --..--, �, 295 _Ct 293.3 o 295 date FEBRUARY 8 2019 r + � W,- or, FG BACK OF WALL PROPOSED WALLN revisions 0 290 FG BOW - :_,. .:! , i :�^ - --. -- ._. J - r-• •:� ... ".--�--� :�, : . �;.�-� _ 290 CL 292.8 FG BOW _, •-4 ;, - ,� :•...•4• A 0 291.2 - ~ .; ti. REFERENCE LANDSCAPING FOR RETAINING WALL DETAILS EXISTING ~ ~ —' — — — — — — 285 � 285 GRADE \—FG BOW FG BOW 288.7 FG BOW 287.3 287.7 project # 16055 CO 280 I I 280 RETAINING WALL PROFILES CD 249+50 250+00 250+50 251+00 251+50 252+00 01 CAST-I N-PLACE RETAINING WALL-B PROFILE CO CO N--- SCALE: HORIZ: 1" = 10' VERT: 1" = 5' C 3 • 6 mU .� QZ C\l LLj cvi i„r_ I I I I ! 1 `1 , /, r ....... , V1 - ��rr � ` I ri.....)//fI I I I l IX290 / 1 r � / /- ,. ,,, /,- 1 ' \ � ,yr : v ' / --- : GRADING LABEL LEGEND J •.. 1 I 4 IT- - --j / 1 1 /' R- sa 1 ! ! / 1 I 1 I / // =II ` / CALLOUT DESCRIPTION ---. / W \Tat) 1 I I I 1 ]` - ! \\ / ` Il X•X% GRADING SLOPE AND DIRECTION (DOWNHILL) 1 el 1 l \\ 9� 291.48 TC �� 290.891TP / \� �! / / / SPOT ELEVATION I / \�% 290.58 TP41111p290,81 TP / o: DESCRIPTION LISTED BELOW. iii I NO DESCRIPTION MEANS TP OR TG 1 /! I 1 \ , I f � / I I / 47/* ''r`e"' •I I °'°°° 290.72 TP 1 :/ 01 \ 1111111 \ XX.XX XX j ' :„:. cP , ` 7 RIM RIM OF STRUCTURE iar 275.73 TC TP. 275.63 TC 4 O ! _� 2 TC TOP OF CURB / o ,Irl 88 • � 275.13 Tp l I l Acr',10x 290.81 TP j 1 1 289 ` TG TOP OF GROUND ` / J I 1 1 I ' + 290.92 TC 1 ' 0 1 29 \� , TP TOP OF PAVEMENT / / 0 ti \ J I 1 \ I / 1290.42 TP I N *.4 �. I I I / 1 294.08 TC (XXX.X±) EXISTING GRADE ® 41i4".../3:5k` '�� / N - �.--- -.-• 292.39 TC/TP ��I° I I / B I 8 / I I4. '274.68 TP I -/ / 292.42 TC IP I ( 289.46 TP 289.88 TC0). • I1 1 ./// .?g - ! I - I 289.45 TC TP J8938 . TP 5.0% Qb° ?.3g l % • 275.17 TC/TP , \,� , , \ ,-0�° _ `� ,� - /- - - SHEET LEGEN ❑ 275.79 TC/TP I411r J \ 292 43 TP / I �, ! ` , \ •� \ / I Dull Olson Weekes - IBI Group \ 1 (275.2±) J / i N I 288.98 TC/TP \ / Architects, Inc. 292.38 TP 293.09 TCI I f I 1 289.55 TC \ \ / GRADE BREAK 275.83 TC \ I o°°`QS 1 \ 292.59 TP ' I I 289.05 TP 288.97 TP / 275.33 TP \ / o g I \ \ ) \ _ 1 I \ ° i 289.22 TC 49 EX. CONTOUR MINOR I ^� '�' j o s°`� ;�€ b o Bari ,°: 1 I ` 289.06 TP `\ 2$8.72 TP 1 / 907 SW Stark Street Portland OR 97205 USA �` Etalar 1 I 1 292.fi4 TC 291.60 TC = - r 50 EX. CONTOUR MAJOR tel 503 226 k Street fax 2 9192 1 / / 1 I ( I \ l www.dowa-ibigroup.com www.ibigroup.com (275.2±) / j / j 292.14 TP 291.10 TP 1 1 °°'° '" • \ II 4S CONTOUR MINOR {FG) I \`'l 275.23 TC/TP _ \ �1 /I - �� I �y .�I III�I�IIVIII -/- n ■I�i• SII Ilr II JIi II�YIYY�r ��IIII��I r -;VL I 50 CONTOUR MAJOR (FG) / '� - J 293.14 TP1 \ 292.75 TP I \ 7 275.41 TC / / / 4 ` \ 289.38 TP 289.29 TP 274.91 TP I / _r 293.64 TW - r \ 293.25 TW / J \ /I N 0 1 /1/ 1IXI ! -292.10 BW _� j-_-_-I f _ _290.78 BW __ _- - ' o, - r 1 ` 1 / 'I0 // �' � ' 292.54 TP292.51 TP _ 1 /1 yJPROFe802/07/19 I ►' c 292.92 TW r� - -293.01 TW -_- cv 01\ 1 \ \ // I �v`'\ fit,tNeF `/Qy9I �� y291.62 BW 1 ` \ / 79701PE 9lfII 1 �' 291.14 BW 1 1 \ 1 Q _______ ___ __- ________ DIGITALLY SIGNED OREGON .a JUi• 701 1.0 4 I 4f1NARK 0 GRADING DETAIL 5 GRADING DETAIL 3 GRADING DETAIL 1 EXPIRATION PATE: 12/31/193 SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' -ems �\ \° \ \ \\\\\\\ /// / / I// / 291.D9 TC /7 / /. // / '*12 / / 290.59 TP / / ;72 ' ++t A ; N \ `\ - ' \+ \\ / / 290.99 TP / / / / `� � -� _ � \� \ ‘ \ \ ` // 291.07 TC 290.57 TP N I >'I /' // 276.41 FG _ \� JI / - \ `� 1 290.66 TC/TP / / / 1 290.58 TP' /0°' / / / / i --�- -- �/ ,✓ -� ♦ . \ - I I 291.29 TC I / (---- ---AL- ----:'�� \\--- - -\-\: - %:- N \- - :L - - - \ \ 1 � I I -r J// I 290.79 TP I II / // i 28> �0 1 1 1 i t:,_ A. f 'N \ - - \ „ �` J ♦ 1 / / 1 1 1 1 290.93 TC �, \ / 289.25 TC 1llr* l 1 ill / 290.43 TP / /// // V 1 \ ,....-.1177....f .:-.. \ \ \ i 275.50 FG \ ////I / 288.75 TP I I 1 I •■ / 276.$4 FG 2S \ T \ \ \ I / 289.35 TC/TP v 290.54 TP / 290.17 TP / � / I oa . 291.29 TC 1 oo�do• / `? t 9 �o. :\NNN \ \ ♦ / / 11 290.79 TP I / /°° / / / /8p \N'At \ \ / 288.63 TC/TP ` I 290.69 TC/TP / / / 1 : \N \ N\ \\ \\ / 1 000 ooao°a 289.24 TC -� _ . �/ � 0 va°°- / °a°° 288.74TP /. \ \ / 1 1 //1 q444.1461,7:::1 289.84 TP 0 1 / laa: / 290.36 TC d- \ \\\ ?Sg +\wry \ \\ \ \ \\ \\ / / . 1 / ` / ?8 2�� 2� \ \ \� \\ \\ \\\ \ \\ / / 1 1 /4111t ;a000 289.86 TP / / N 64 TC 299.33 TC 290.93 TC / / 9 18 �� \\ �� \ 2) / 1 1.14 TP 290.83 TP 290.57 TC/TP 290.43 TP � ':a' / Q V ti • \ 8 / / 290.24 TP /it** rr^^ o� ��„�' �� \\ \\ \\ �\ / /� I 291.02 TC / 1 / ° 289.94 TC / = W u) . _F _D- \ \ \ / 1 / 2 290.52 TP / / 289.44 TP . ' ' . . � �\ \ \ \\ \\ / /288.94 TC/TP �, I / // // ' 09 // 289.52 TP 1 1 / /,. 289.53 TC/TP CI) CO co \ \ \ / ;;•_ 1 / 290.44 TC ' \ 1 '**/// 9.55 TC IlII 289.94 TP / O�� \\2sg `\ � �\ ' '�.�f /// 289.56 TC "°00 0009.05 TP I I / / aa� / -- i- ma \ \° � 289.46 TPg* /1;11 I 1 ! // / 289.96 TP / / (a \ \ \ �- \ \ 291.44 TC 290.73 TP 290.72 TC / 290.33 TC °" 289.95 TP �_ \ \ \\ 11 /I 290.94 TP / // 290.22 TP / / 289.83 TP `° ' / Q O \ \ 1 1 289.66 TC/TP / / / / / / 289.62 TG/TP / / O O r 278.34 FG \\ \} 1 1\ 1 / // // // / /' 289.17 TP / �,l` 290.01 TP : I 7- i T `�6. : /J 1 1 1 \ 1 / / / / / , 1 / �� / r _ / / / / / / / J / 290.07 TC C'� 279.00 FG / .1 ** f / / , / / // / / / / / 289.57 TP �'] LO O MO `moi ��''ad. Aep � 2.5% _ �� / / / / / / / / I i �j cD ts7 1 /4W o 43 11, 26), 'Tiff 6 0 GRADING DETAIL 5 4 GRADING DETAIL 4 GRADING DETAIL 2 111 SW Fifth Ave.,Suite 2500 SCALE: , = 10' SCALE. 1 = 10 SCALE: 1" = 10' Portland,OR 97204 0; 503.227.3251 F: 503.274.4681 www.kpff.corn key plan 0 phase 1 BID & PERMIT 0 o o date FEBRUARY 8, 2019 N 2 revisions o1712 I J 0 6 2 1 J project # 16055 chiN M GRADING DETAILS 0 O LOC) NC 3 . 8 MU Cr)-7-. SCALE 1 INCH = 10 FEET OZ CV di to__I 10 0 10 20 MIMIIIMME - - ,,•_ �x�x r — TRO 1 vavigi ...ix , i- — 4 . . \\ )(3 I / '‘Wati.\ I I r- y- l t L . 8"55 7, , , .. , „1„„ /I \ \ •\1.5,.. .. . \ c -- g"55^ 8"55CC4 li / \ _ Liulw I 4I !` ` III � w w w w w �� , • ,_ —__l_ •,_- - \ - . v ,.,1 , \ . ._._. * \ ,,„1„;7_,,,. .,, ar .,,,, --...4 , , , 014 ,,,,, . , \_____4______:,—. '- _ I 1 L _II! It .. '- ,_„Let, - '-'1 . / I .... \ ,, r : , , ,, goi... _ ‘ fa.,:, _ .. 7r. 7k) --. „.__ --„.... s",..........----. Qii„:„.„ . o',....\"."- _..,‘ '."" \ ! .' ,.1 ANIL 113-111Messifill‘i: "'- y - \ \ \ -- 4614 --""it 401110/411m 4164%ir i / __ /..;..z....:_.--- '_______,16....ii \ \ \ \ t ] .\ 1 I 1 �J/f 1 1 , I / , �f . • 80 -.-.� \. N\N \ \\ \ \� , 1+0-00 1 •_ \* 1 , 11 i 00 \ / ///// // // / r 1 \ I / / / 1 Or �s-� ._,i <N\-N \N\\\ \ I rl fill A I 1 ! I I 1 I I ♦1 �� o / I Ca : iiI / i/ // / 1/ , 1 1 I I ♦♦♦ cmv /44,40.4t �I ,1 l L u v , , --� 1 _-/ = i ��- ♦+` • 1 r I `�'� y� �"Cf-, \/ =cam - - = - / // /!oh /� � \ \ 1 1 (� ti°'ol / ♦♦♦♦ / ��, 8p 1♦♦ // OSx / ' ,i% , *r� � _-.rte - I - I / / �, I \` 1 ♦ / ,�\ ♦i* oo i f j NO CIVIL - >"'''.". - 1 , 1 \ \ \ \\ 1 •♦♦1 I Z� ♦11, \ -- l _ ` ��\ 1 / ; /' Dull Olson Weekes - IBI Group ,.= ir • j > \ o ♦ / s4 _ _ 1 / SCOPE IN THIS / N - - l i / I ♦ / �. 0♦1 _ \ ♦, 1 � Architects, Inc, ao 11 ' 1 } / , (.. `77 ri: ►�.� ®�vej► / - �♦ , �\ \ , •�,... PACKAGEz / jot 11 = / I \ / / / / �'.♦� \ ` ` •• . . , I /' /11/1 / \ \\ \\ V��1 i / / ' i , tell SW Stark 03 226 6950 eet Portland OR fax 5 3 2765 USA 3 9192 o [ r J � � l 14 ' / / \ \ \\\\\\\\. � / / ' / \1' www.dawa-ibi rou com www.ibi rou cam r fJ, } J r \ / ; / ', O 9 P• J P _ / �_ •/i ,- —,..... If 'I (I'' lI ! I 1 1 / Irl ftli- ,,.4* / / ` ••♦♦ xoo 1 / / 2-\\\\\\\\'.\\: \\\ `I r� if / // ' /// ://:// / "w; -1 ! I I I I I ) / r 1 11 1 , �♦ ii��i 1 � _ _ ,r •♦• ,�, I I t / ` ' J ♦ \ \ 4� 1 ? 11 I / // J I 1 `� ! > it/. /♦4.� / '4 / ° / �1� // / I I / f '' up 4 , � � ■ '�� \ til \�\ i // - - - - "t 1 1 / 1 1 I / ,/ // , �, i _ I /1�♦ *PI* / - // moi• // // `'\ 1 ti �11/� )l�/ // / _ / —I N 1 1 I -6,Di 1 / // / .�/ / // / r oo ..* 4 / - i11 I : •; 1 III/f/j / //I / / / ✓ I °° 11 1 I I l / / I / hx ��. / :.♦ / / / ° / } 1 / •I 1111 // // I / 02/07/19 / ' 1 1 l I 1 / I , / / h 1... /1 / / ♦ / , - — oVt i I i 1111 X111 / / / ��, `�� q� .\ ; 1 I 1 / / I / ♦ �� / ' / rII!l I 79701PE / 1 1 1 I I 11 .* v / :. 1 1111111 / / /r , 1 / / I 1 ♦♦ / / ♦ / / I 1 , l 1 1 IGITAL �/ 1 r 1 / A 4 , 1 ♦ • I ; I /I1/111;//1/111/ 11 111 I / / / DIGITALLY SIGNED 11 00 / \ I I 1 /�f 111111 I / / / OREGON o` ' 11 1 1 1 /l I I i / �' / ♦ // / ♦��,.� V�� ,,,. 111 ,� / / 1 1 1 ./ l 1 / +_• 1 1 1 I 1 / 1 1�♦ / / / v,r \ I�♦11♦♦111♦ /^ 1 I I I 1/I / r }Q 101 o ! 1 1 l ♦ �,. / 11 // I .:. \ // / 111/1 / // // �� o r I l / r l I ♦ / / ♦• ♦ ♦ / 1 1 / I I - - 4'- I r 1 / 1 1 ** / / / ••z.� ♦j1 l l / / 111 / / 1 / / at ►MARK QE1 `1 ! • lA I I 1 ! , . >. / ''.♦ / / / 44.44.4,,_ ....4 ,..........TT �� / , / // /f/l/ l I / / EXPIRATION DATE: 12/371/}9a"ss - ► 1 1 1 I / ♦ / ••,, •. / I ♦ / // (////// / l / / I N SW PEMBROOK 1 ' 1 I I ri., I ' 1v ♦♦ / / �..� �• }}i /r / /!�� l / / / I 1 1- 1 - � I1, •�• rr� -/ ,�` ,'�-� `:�/0� / �I - �" `/— / J�.ti •�/�r!1 � - - / - i - - •"fir.STREET �— ,f 1 l1111 �r1 / / �♦ iire �' }"" :r % /i�t ,4' / / 1 1 I I 1 1 1 1 / a 11'.*► / / ��J Pp* lJ // / F, � / / / — — — —.4( - - - 1 I1 ' � I ' / / / / / / r , ,' ; t / 01 / / � ��♦` `i� I I /// / f// -4 / / / .,I / / /' * '° -e1ri / / / / / / / 1 ♦ ,,, Nitcp-Apik. Iii I , .. : �.o :. : I / / i/i r `� / / / 1 C4 • 5 V I - . / / / ♦♦♦A+Si� TW LITY MIDDLE SCHOOL _ �Ii1 10 - - I r / //// / / T • -•�- • ' r''I 1 ' r� 1 rl r/ Adi 4 gi 0 0,' '��®��" �.` �..�♦ / O C4 . 2 I /11%1444\441%, / y.� / / �,,�:� °ICY,/ / // // oi .0 , 1 I -- >r „�• ♦��: �� ♦ •�•�� - / / / // ,44% • I t o.' / / • l I l 1 �� ..' r�♦**A1N�♦V�I•i�� / / 1111 / ////, .�+��; f 1 / // / y=am 1 c / e, - # 44 e ♦ f , -. / ,/ ♦• 1�� / I.410 4 \ ` / ///////-4/././:-/',7477,P. //,,/% / / / v, I / ; :1 i ' 1 •'. 4) ;l p� �pc�!:�lJ ��11 l AI* // / •�i/rii/i/ / / / 1+1�. , JI I i :, f♦v v ♦��4 ip. / I /, // ; / , l / / / _ 11,x' / 1 ,, 4/*,� 111 lq' 7 // l i 11/!�,` / / / � -1--+ r / I i 1 - 1 %q�I / f;� - .warn,, / I /� 41:71' r/ / ;le• / / s \j..� - _ ,. ..,. 1 I° I -' ,! i.1♦ 4 / X11 /.411111r o' ♦, , / l / / / , — ;.+ - — �: \ 1 1 1 ; 1 , .., Iltriiit• 1.- �(f/V / ,ti�1♦♦1��1�,` a / .dtr 4, / r/ .„�j/i!: i ; , CO Algoma _” w 1 /♦�' / ,�1♦♦♦♦1�/1♦ � /SIP / / 1 47&*,.. ►� . /, I1111, // /�r / / / / _....„74i _ svt4t TXT. _ 7 .4 le) / iii :ipt: ♦ • ��/ 9 1 \ �/ ` // .3 41,47!"-b:71-' •.r„��- TELY�[Tq � ¢ J �1 1 , , ., ' ;.'I�i `.�,►�� Ati !it� lLf1 �, - / l ,,r//i // i // 1-,,,c°11/(1,.._. NO C1V1L - �� O �1 N' ,/ n. `' /�i►i� � �C �r' �/l / /i / ° - r1 / SCOPE IN THIS !- _ 0 � ; 4._ • /./ 'SI• I ` a / /// I i _ _ N• • L I. ,♦♦,� �I j • IH • ,/, , , /'l PACKAGE 4 Nc . / , \ l 4�� OcV i ` , = //meq/ //, ,t4 / I 1�0. , _,, , • V/ t I ��I�c / _4m•.-,ry + I111�� ► i/ / / �� ,� }'l i I r 1 0 •.vv� 1 Q� ��,� /' , , / / ,ori /� - - 1 , =of N ♦1 / �- . i t- —gm ,-. , - 1 N, --.4f41„„ ... ` /dm -”' I / ✓ . / / 1 . 1I / -�--Cligi C:7) //' ( 144 o ,/ IR _ . a�.. ` 14. q it , i , // . _ 1. , 1 . /I / ///,,,, mom 1 $ L .., — 1 i / % 00 I 0 V _ _ 7 \ I it / / I �// ///,' f7/ ,:--- 1 //t \ r • ///i/ C N// / l s• ,# t --..... ,..... , / Iiat, --,:,...._ / ///// // /////)';'/' / 1 i .., • '\* • ....7'' .,, r ,/ / --_,.. ote_ =- : \ I , / /./ -,0,,74// ,, . 1, 0„..„ /. ...... is._ cr) cy-, 1 li r ! 1 ®� I o \ ,/,�,��j�,� I' / ,,•� Ir ♦1it ;`. / 1 � / `; \ I / �' /i/,/ii./ \ --�\ \ -- _ _ _ et/�'� 1 1/j� ) .�I��Iti�♦� ./ 1 / - _ I i /'// 1 \ \ \ \ k ' .7 �' O c i c! ___>%0 , \ • - ___ --- • //*/ / \ 1 LO LO 1 -4•11, =I 1 \ / . !,.2 SW MURDOCK-A 55 1 � A v �1. I -� -� 1 -.91"��: 1` • _ '� � y v,. v v 1 / / At• E 1 I I �. I 1 I V I I I I I I — � - �STREET o r _�, �" ]w \ [w� [w] [ i [w . ► 1l A, :ter \,,'r`.=�4" 4,-:, , „► `-y s \ s..— . . _ _ -% _ L ----- '4 -- - - - - -- - '-' -8-M,--- ,IimiWyrimi... 7Z- 1 l<Pff \ . -` >Iri �. —0� �, ti �-- - / - _ �O , "5 - i SS— � �� "s '+�$ — �'1--""'a-1 J + ?' / �'cs r'cs a , \ / / '� - 254" - - _ �'� / ` / / / cv �`‘' /^ / cV— - 4). i Chi•• 6$ — _;\,cQ \1 ., `�'� f ca i 1 I / / / / _ yP \ / /\- 1 / I I I I / / / ti // yy/� _ / �// i ' /! -ice ' • I �� I1 / �tI N I7- T� / kst;9;s2 \ /4 / �/ • / // 11 �{`W�!77 �/7 ` — �/ / �' S / 111 5w Fifth Ave., Suite 2500 1 / /-- lflI �� ° ° y�"� , _ ° : • 5, / �' / \ ' 7 / t3 / Portland,OR 97204 C4 • 3 ` l1 I 1 // 1 / I ✓ C,\\\\\\\\ \\\1�[�4.1C�� ' ��.�� - : cV 1 / / M / 0: 503.227:3251 \ \ n 1 / / I , II /l1 �� H �Y \ I I517 \ \ N t.0 / / i/1yr/ F: 503.274.4581 lJ / I// ! I --1j, \ N\ 1 r, .' - - • - / - - - - z - -4 www.kofi`.com lZ / � 1j � 1 �, I1 r � / � 1 � u\� 1 ��f 1� - .dam- / � _ -i�il/ �,5 /U , G I II > , , �" I r t ; 1 1 II \ / II I I ;l I / /1 / N N�N 1!1 . . ! �i��,//i// '2�, - - cam,i.. ', - o I It / r0 � 'pO I I I ,/ / 1 `� 1 1 j '! 1 /I / l/jl�r/ / y /� \\. 1� 11 / % �� i' "2 y _ v0 (�` O / _ �[wt 1 I iw] / i . o �, /// // �/, / \ • / / /�-�i,/ / / / iII �.� t/ VI1 7--- \M yfj/ t, I� �h /!-' � :i \ .Xp /// / / � / -J� _ .��__i -24/ \ ' — •/a o I �: ! \ • PRE-K 1 DISTRICT BUILDING ; /s, / s, / / / / J/ ✓ :, ` _ / �� M 1.1" _ _ 1 , ----- -1/---r -7 // /7 ''' 7 ---- \:N3.-4 .. I �' / , . . I �LI� Ll i q i l ' e'r:P 40 /•\ 115 '' -I' ---- / ..- --- —1 I/ , • . _ .........„ tiv,,;ti:_ f - _ -/ / / '/ / / / key plan 0 \ -'1, `16 1 -F' :i il �- -1 I�_ �J � rT,�� 'n�i• 1/ I /rL / ��` 1 � , �0\ /�' // � / /' // /' /��/ V / / / „ 7 •7-- '''r ,�.. ! I dl1 • )4 ,I / / / , / , / / phase BID & PERMIT 7i / / / to �s� s ss X11'', __ �4�.Ei� •� /\ !/ f I_ / / / / \ i / 1 / =��%•W' • .,......., 2/ / / / 1 1 1:111/11 ;' 1 rj / / / / / /� / / / / / iihium /.r_ 'moi- / '. ,►a: / �O .� / / ` ` — Y . / , / / // /gr 4 r-/-- 7 / jv II / / / ` ' Y / • [wi [ �, _..:.. ,, ] .. ti— v , o :;\ ,: 1 / / , / / / %= _ _ date FEBRUARY 8 2019 - 1i Sys ,,.: al Q \ �� „� I , I / r/ / J .i� 1 r ` o / � jlI / (NV :/7 _,1// / / / / / \ �;� / '! ✓�♦ Eh �► / : �' / v / / "R "ati XB c%/ / 1I (111 / / / / ' / �/ , / j/ / 41 / ch _� , ,, w / , ' ' ///, 111 / , / / , // \ '� revisionsc., \\ I / ~ - - / _ / // //1111111 / / ' // / / ./ / /r -SHEET NOTES I I ,� / 4 , - 267 ��— n •� • //1/, 1y I \ - ,o 1 1 i $/. P IFP - .166 _- ; / `° s, �, s, // / ' 111 / / / f / / / /� /1. ON-SITE PIPE BEADING AND BACKFILL FOR ALL UTILITIES SHALL '` 1 /: J �`L�O / t ��- - 26 - - /I I/ 111 / / / ti°` / ' r / \ /� i/ / / / L64Z63 �� ' //';/ 1 1 �1 / / // / / // 1 ' / '' / / /BE CONSTRUCTED PER DETAIL 13/C6.1. 1 �� / l , / % /1/I !x / / / // / / \ /o I 1 ,Q __ {— — ' I / k 11/ // / 111 / / I / / / / �i // /, 61 _ _-I V �. \ 1 co11`�� ' • / /I 1 11 , / l i i / l / / / / / / / � /a_ 2. CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION AND I 71 '2J \ I- ,/ `` 1 1 1 1 ♦ `! //I/� 1 1 1 / % / / `� / / I / / / / / \ 1 1\`�� , 1 ! x /, II l / ! 11 1 / / / / / / / ..i j INVERT ELEVATION AT PLUMBING POINT OF CONNECTIONS PRIOR I \0 zi� �g \ �' I` 1 I `� o / I/ / / I 1 11 I / / / / / .�TO CONSTRUC110N. PROVIDE TRANSITION FITTINGS AS REQUIRED. j.�.�.�•:a Oi r � x , // / 1 / / / / , <O /~ c: '•O��iOOi`. \� I / •0 �' / // / ` I 1/1 I I 1 1 / / / / / / I / / / / / / ' / \ � ' w 3. PROVIDE SOLID LOCKING LIDS ON ALL MANHOLE STRUCTURES 1 I , s•7 ,9,.. �/4„1!,+,• •*v.v.•*.,:-....„ . -- "1 \ \\, ., S 1//1 coo / '/ // /��, i J I I /_ ) / / , / /I / 1 I / / �°`� / / //� '1 I / / — , ' .- -_',//, ` / / i 7 / 1 / / / / / / l / / /� i / /\ project# 16055 .� /� r�i` � // // � / / � � �TR / / , / / / , /I I / , I r / / mac, 10_ 4. PROPOSED UTILITY IMPROVEMENTS SHOWN SCREENED FOR - - - - / I Iv, T •-% : • �� tiC / // / I !� / / /COORDINATION.5 Jo, „ ,- -, i 11 , / % i +`: p / /Irl /!, 1 / //f/ /� 1 / // / / , / / I 1 / G 1 \/ ///% /' : ' � .'� �� ,, /G/,,/1 / Ili1 1 / /� / //l I �f / / ' / fes_ _ _ STORM PLAN - OVERALL 5. STORM MANHOLES SHALL BE 48 DIAMETER UNLESS NOTED .r / / 1 • ♦ \ _ �, / 1/ 1 / / / / / � OTHERWISE. 1 1 . .. // , - ,� 1 // / /// / 1� 1�1'I / / / I I II I//1 f I I r l / I / I , / / /' CI: i / / / - . o / / 1/ / ✓ 1 1 1 I P / / 1 1 ---• i / _ -... i ry `. cy„o I I Ii �i f 26r / /I l I �' 1 1 'I —� , / 1 tt o�� ~265 i / i�/�i moi ' ` �°j .�• I /;/ 1/ I ` / `�1 / I/� �/ I / // 1 /' I // 1 // I/ I 1 / `I I aim I / / 1/tril / 1 1 y 'r 1 / I / / I 1 1 ./ / , �/ / /\ 1 �� > �. 1260%/ 1 1 / / / I / I / I 1 / I / SCALEC4 • O c3�U I' - • �� , � �� /��/1 /! !/� 1 f I ,l' /// l / I / / / 1 i \\I / j l 1 [rvC� = 46FFFT o TEMPLETON- LEE NTARY, CHOOL \ 1 _;' / /� ] ,l, 1�1� II- 1 ♦ I / 1/ I / I 1 CSD CN J 'IlVIII �- - � 6- — _— / / / •I ! y: j �-1 J.d — � I1 / \ /1,/w \ 40 0 40 $0 r� - • / i' 1 V I/ I , 1 I I 1 \1 _ ,f , \ v . 1 __. 1 N ,- A - - , - 10 '1 \ \ 0 , - _, -- --- 1 rj 1 1 , 1 \"--1 TTIZO : ' t\ 4, /' 'W - - _ WSW I T . jig , _ -i , =' I , TRO P/7 \� SD EX-MH-1 a ., / ss N RIM=267.77- _ _ Y3 nWn 1 ,+ L / I I \ CONNECT TO EX STRUCTURE ` \ .\ alga rt� 1 ; IN Ir I -4„S5 s„Ss g„ss- $„ss IE 12" IN=262.00 (SW) ;C) lr sn ;' II I _ s"ss 8"Ss EX 12" IE OUT=261.69 (E) / 41, \ \ r- di C.37 \ } } , \, \ \ 11 - •, 1 _ SS R"CC 60 LF - 12"SI? g„55 a„ss ci -1 , 1 1 \ ' ! L E \ \ _ \ S=7.783 4110 4 _ - T 8 / \ \; �\ \ ppb - w w w w w w w w W W W w pct, \ �� 0 \ i i I + i t 1 /\,1 \ Sit \ `. _ -'" _ _ 1110.W11 1. -. tagaj , -,-, I i ____ ,. _ '-(i - \ i 1 '/ lei , \ 7 / \4111k Sb DI-1 o , 1 tiv �� \ �� ` \ 1 I �,. _ f(I pry .�i RIM-275.50 ry \ • • �1 �� • r ,�I - . - __ = SD MH-1 / ,. ;' IE 12 OUT=271.00 (NE) \ i cod° ea I I B I . RIM=289.56 / _ F SD MH-10 1 ./ 1 + . �' \ IE 10" IN=280.92 (SW) / - _- _ rycb ,• iii RIM-271.09 0 i , 1 1 IE 8" IN=282.00 W �� f//c.-- ....... / - = - - IE 12" IN=266.89 (SW) 1 d - r r - .� Pj/j IE 8" IN=282.00 (NW) / I _ 41=1 �� - - - . IE 12" OUT=266.69 (NE) 1 1 I + -� 12" 1 Dull Olson Weekes - IBI Group / IE OUT=280.72 (E) \\��iN / P 1 I / LJ \ - SD CB-1 •/ ..A _ / \ \ \ Architects, Inc, ! \ RIM=290.54 .1 / 2 _ , I } iIE 8" OUT=287.54 (SE) / BCF - \ - 140 LF VEGETATED SWALE m 1 1 )-\\\ j / S, 8- , ' 5=2.503\ 6.1� 11 10+00 i 1 - 11+00� - 12+00 - s/ \ / \ \/ 1 / -.9 S.- `� '\ \� 907 SW Stark Street Portland OR 97205 USA I 1 - I 1 , I 'I rn 9 r `go \ , _ i� \ ` \ \ tel 503 226 6950 fax 503 273 9192 I 1 1 1 c°y / 1 cv n ` r \ \ \ \ \ •, \ www.dowa-ibigroup.com www.ibigroup.com 1I 1 11 / SD CB-3 l acro •� ' / ~� 2 ` \ \ ! \ - .\ / 1 i I \ 1 / 8" RIM=290.54 I �� 'g SD +Op -lilt + _ ``S AL ��\� SD OF-1 1 I SD COTG-35 \ , I 1 / /IE OUT-2$7.54 (E) _ 53 5+10 46% o \ /i t, I _ \ \ aRIM=280.11 \ I r l / / / 1 /�,, 97 \ \ IE 12 IN 279.00 (W) II I 1 I 1 1Z /- SD COTG-31 / I 4 -. _1 I -sem Sp /fix / 1 +_ . ! s=0.503 / / 1 �i �� ,sr �� ,.LUCT •. 00 - \ \ \ I 1 - CO I I - - - - -� 7 - 1 °` `�' - ° 49 LF - 12 SD_ _ - % % \ \ �' 4A, ' " S=1.053 -. ��' \) \ c� 1 Fps 02/07i19 ® • > �\ ��ED PRO si i ! 1 EI I. ... _ _ 16�- 4 PERF. 1 . SD 64 WQ MH-1 �- i 1 i ' \ 11 J -- - + ® RIM-284.91 \ �- -23 LF - 8"SD 2 1 ! ��Sc�GINE-FA oy�` ' / I 1E 12 IN=279.72 W ♦� S=17.21% �o / ' 79701 PE I - ! 1 1 / 11141,/1}° IE 8" IN=279.85 (SW) /'�\ - / mi ! \\\\\\� Y siGn�o/ SD CB-5 h SD AD 2 1 / 1E 12 OUT-279.52 (E) ♦i / ci- OREGON ,� / �J / i RIM=289.38 I �„ �.i RIM=285.46 \ / R - �/\ �I \ I / / / �� / IE 8" OUT=286.38 (NW) \SD COTGB-- ; IE 8" OUT=283.75 (NE} \ �,� .: 1 ,o °/• ro z°°1 0o- // . '9. _ 1 '/U0�Is \ ;' / / / �1 4 LF - 8"SD SD COTGZ,,/& SD COTGG-4 �� / - \ y / C MARK DF,/ / / 1 // 5=124.41/ - 1 . / \ •; ` / SD AD-4 1 1 EXPIRATSON DATE: 12/31/!9 I �\ p Q ® \\ 28` - f 102` ti627210 (SW) /N z11' // RIM-292.27 \ SD CB-7 i � SD COTG-7 / �`__ ( } / Op / g 1 / fE 8" OUT=289.27 E \ �� RIM=289.42 ,�' g***1 • / • ��►�' 3 LF - fi"SD \ 6 LF - 6"SD \ I 1 _ o I I / IE 8 IN=286.42 (W) ( �°'// `� / / \ 275 S=20.163 �' i S=15.57% \\ �' V) / / IE 8 OUT=286.42 (SE) o 1 Qi \ 0 \ - S`/ W - aTA 5 1 , ` n l 1 h`° 18 LF - 8"SD ` v / \ CF •` \ ®► �4j m ce '�' 1 u63 LF - 8 SD _ / ` 8� / 411114044111110- ® `� \ o a 0 a ! - y - 2s 1 // S=8.909 dI°l O/ 4 \ S� l ,fr z = 1 / - - 3-4.523/ CF a .c / \ I i / S./ 8 S // ��% cO F SD STUB-27 / \ ` Al� \ ♦♦ a �;; I 5 LF - 8 SD ,'16 SO j Nk `') F ® IE 3 -288.00 / 7 LF - 6"SD . SD COTG-5 ♦ 7 LF - 6"SD '0 I z� m . 1 / , �-- 5=31.803 g / `' / _ .�� /� ,,f ; 4. -' 1 I . . ..c20-8igG.-.14.3 L S-16 54% \ \ �I S=42.969 „, 1 1 ii � '� \\ SD STUB-10 \ . / 1 �, SD •CB-6 / " I a . r ( '. ! IE 6 IN=286.72 (NE) 7 XsD\ \ \S ♦ SD AD-5 / 1 0 m 1 I RIM=287.82 w'��' IE 4"=273.00 / • \ • 2 CF RIM=275.20 / l 1u, ao / I / \ IE 8" OUT=285.27 (NE) 1 ♦�• SaP#: IE 6 OUT=286.72 (SW) / / \` S 8S � IE 6" OUT=273.20 (SW) /�..0' I / / 1 / o �/ i .` \ � // SD STUB-11 I \ 00g 0 irk o / . . r 1 I I *co • �� • IE 4"=273.00 ® / \ �� -�+ _ I 1 / i 1 / 5D MH-12 ,moo _ n • co " / / . SD CB-4 1 i�° 26 LF 8 SD /k 4 - 9 LF - 6 SD / i- IE " \ 23 / V o 6" 7 LF - 6 SD \ CF RIM=273.52 v+;� 1 l i I 1 �\ 8" RIM=289.16 o S=8.893 v� 0) S=4.483 1 - S-356"SD • \ S� 8' RI = OUT-270.52 SE - - IE IN=283.00 (W) k v� / 7 LF - 6 SD _ �" . ( ) / L / I I n / v 1 I /1 y / 1 S=24.25% / SD \ "' / }+ IE 6 IN=283.00 (SE) co o 0,9 I I `� ti / SD STUB-26 / / •SD STUB-2 g S / / / (n ar _ 1 1 ! IE 8" 1N=282.90 (SW) `�� 1 / " \ S �' '`� /1 . _. - 1 ( / IE 10" OUT=282.70 (NE) 1 / ♦ / IE 3"=288.00 / / IE 4"=273.00 CF � / /"If . 1111, / 20 LF - 6"SD • Ste/• (9., 11\•3 ‘�,� SD MH-3 / 0 0 s RIM-274.19 / 0 / SD CB-11 / 1 / • •/ 5=14.533 • \ Oy \ s� �' " I 1 / / SD COTG-14 / / 4 IE 8" IN-270.00 (NW) I RIM=289.96 1 / 0 IE 8 IN=269.83 NW SD COTG-32 ! / „ " / / *** RIM 289.84 / 4 LF - 6"SD _ { ) 0 1 / IE 8 OUT=28fi.9fi (E) 33 LF - 8 SD 1 wf IE 6 IN=287.00 (S) / = SD COTG-9 fE 8 OUT=269.63 (SW) 1 / / - • j / **A - / S 14.5 3 3 / 0 / , - ' S=12.123 / . IE 6" OUT-287.00 (NE) / . / 1 / / 36 5996 SD COTG-15 13 LF - 6"SD / 2 LF - fi SD �� ° /gyp / o [� / o-{ / / o CF . 9 •4 - S=7.639 / S-14.53% .0 . Q. / (, _ o r^ I /I - h� 6 S• // / - '\ SD" STUB-8 ii/ / V J o 1 ! / / h a / SD STUB-25 / SD STUB-3 / `+ ! ` \ IE 3 =273.00 Alt4 • / / / • �c'� m IE 3 288.00 / IE 6"=272.00 " 1 I /ry / V O I / / co/�° / / 16 LF - 6 SD SD C$-20 a/ a / .� S-2.443 „ - / RIM=273.79 ��. / / }t L 1 , _ M. �i IE 8" OUT=270.79 (SE) 1- *!!;1/AW ` '' / (U 1 1 / / oo_ /- W. / t�► SD COTG-6 / 10 LF - 8"SD / mr, CO ~ I fdiet: 1 " o �r / ♦ / / . _ S 16.083 / /1 a i 1 / 13 LF - 8 SD ♦ \ SD AD 73 � / _ / / '♦ / / �� • \ RIM=274.03 1 / 4 LF - 8"SD - o1 u� IS-1.003 1 �' ♦ �� IE fi OUT• =272.03 SW 1 �� / O Oa I / / / , SD STUB-12 / S \\ " ( ) o S=1.009R! ! V' u.I I SD CB-14 / 1 / 1� / IE 4"=288.00 / ,_,:Sg \\ ��►i / ^� /' rr+_ 1J 1 „ RIM=290.43 //1 / " /,' vs\ \ s, \` 7 LF - fi SD ., �° rip / + L dam'�' �r 1 ; 1 1E 8 OUT=287.43 (SE) / / fff " / 3 LF - 8 SD ?449 S0 \` S=42.773 / ,�• o/ / CO u) 1 1 1 / 3 LF - fiSD - / � � / p c ) tr3 1 / / / 1 ♦ 7 / 5-212 ° �j� •� � / - o 0 l l �\ I / �*Alb& • / S=25.57% / '�` \ / c,,///k i 1 1 1 % \ SD BWV-1 / -- cQ ' I 1 1 I 1 - 23 / / / SD STUB-7 �� ' 1 � „ / SD STUB-22 IE 4"=273.00 � �� \ \ ? 3 / co / ..; ___ i/r_) 1 I CFti 'r16 LF - 6 SD / lE 8 =271.00 ® " '�1� \ \ ? C/, / 1 I j 1 ! r 1/ --/S8SO 3>C, 6Sg . / S-1.543 / 10 LF -- 6 SD �� CF S� E. .I / I �: 42g! ' 5=28.363 ` 8 --/,34• SO SD COTG-10 / ss s"so +!-/4 r' 1 1 ., °/' 1 6 0 / SD AD--12 S� Sy . / v / / 245 \ / / lgif7// 47 / ,'S 1. & _ �. j , 4 B ~- INESEESHEET2 . // / * 28 / IA /' / 111 wFi hi a2500 / h ` / r s ft Ave.,es t Portland,OR 97204 0: 503.227.3251 F: 503.274.4681 www.kof.com 11--. c&i CD STORM LEGEND UTILITY LABEL LEGEND '`' %% -' 0 N SHEET NOTES ..� © SD STRUCTURE TABLE SD STRUCTURE TABLE SD STRUCTURE TABLE '3 d74,5%.;, � � STORM LINE c6.1 STRUCTURE LABEL 1. SEE SHEET C4.Q FOR ADDITIONAL SHEET NOTES AND LEGEND �� =�� INFORMATION . P , - J ♦ Q[ �„� STORM LINE - NOT IN CONTRACT (N.I.C) UTILITY TYPE (SD=STORM DRAINAGE) ® REFERNCE OFFSET REFERNCE OFFSET REFERNCE OFFSET 2- SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES (� 1 to STRUCTURE ID ALIGNMENT STATION STRUCTURE ID ALIGNMENT STATION STRUCTURE ID ALIGNMENT STATION - - - - - FOUNDATION DRAIN C6.1 STRUCTURE TYPE CALLOUT --- i . F _ ID NUMBER (WHERE APPLICABLE) 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME fr._�"""-17t��7/// O 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' ELECTRICAL CONDUIT + FRAMES AND AREAS OF WORK / _1 5e 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' STORM MANHOLE 6 - XX XX-XX 4. ALIGN CATCH BASINS ALONG FACE OF CURB WHERE C6,1 X+XX.X RT X.X' LOCATION {WHERE 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' 1 RIM= APPLICABLE U CATCH BASIN C6.1 IE IN = XX.X -"-STRUCTURE INFO (WHERE APPLICABLE) phase BID & PERMIT 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' ■ AREA DRAIN 2 IE OUT = XX.X 5. SEE SHEET C2.0 FOR HORIZONTAL CONTROL DATA. 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 H COTG PIPE LABEL CLEANOUTS C6.1 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' VEGETATED STORMWATER FACILITY 4 5 UTILITY LENGTH C6.2 C6.2 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' UTILITY SIZE revisions 6 �� FLOW DIRECTION ARROW cN 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' �%% 1 UTILITY TYPE 4:1 o 3 ■ " _ :; OUTFALL PROTECTION UTILITY KEY NOTES o _..__: C6.2 o 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' • = DITCH INLET 8 9 XXLF - XX" XX NOTE DESCRIPTION DETAIL I ® C6.2 C6.2 REF. O 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' 6 7 S=X.XX% I O 0WATER QUALITY MANHOLE C6.2 C6.2 CB-4 ROAD A 16+10.59 RT 12.00' COTG-35 ROAD A 10+42.75 RT 27.98' CONNECT TO FOUNDATION DRAIN. COORDINATE e BACKWATER VALVE ® SLOPE (WHERE APPLICABLE) FD DEPTH WITH STRUCTURAL FOUNDATION PLAN. U CB-5 ROAD B 56+53.81 RT 12.00' DI-1 ROAD A 14+31.95 LT 74.40' � KEY NOTESCONNECT 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' W NOTE DESCRIPTION DETAIL CALLOUT DESCRIPTION DETAIL REF. AS NOTED. -13 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 ct CB-i0 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 II 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. MO CONNECTION i2r 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. HELD DI DITCH INLET 8/C6.2 co>G 3 FD FOUNDATION DRAINAGE 8/C6.1 (NO CB-20 ROAD A 16+81.78 RT 12.00' OF-1 ROAD A 14+49.63 LT 23.79' VERIFY LOCATION AND INVERT CONTRACTOR TO POTHOLE AND FIELD VERIFY DEPTH OF WATERLINE. MH MANHOLE 5/C6.1 cv- OF OUTFALL 1/C6.2 1 �5 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 STORMSCALE 1 INCH = 20 FEET ■ rnrjSTUB STUB 4/C6A O' COTG-5 ROAD A 15+12.16 RT 35.40' STUB-3 ROAD A 17+52.78 RT 145.91' 5 SHALLOW MANHOLE, SEE DETAIL 7/C6.9 WQMH WATER QUALITY MANHOLE 6/C6.2 NLLj 6 LANDSCAPE AREA DRAIN, SEE LANDSCAPE SHEETS. C0J UD SLAB UNDERDRAIN 2/C6.2 20 0 20 40 N L L .. .---•--- ••,/ / / // SS 8"SS / \ / / 1 / P. I1 7,14.7k / ♦ � 1 MATCHLINE SEE SHEET C4.1 �`.� �tlie0oomm, + s), 17 / ffilai =MM. MMM .11 Min/ =MN L . 1 . rte,._ �/1, ,i 1 - I 1 . 3 / / SD STUB-23 SD i� 0 (F SD AD-20 �'Ir`.ø27 / 1 x ` �� / SD AD-14 / IE 6"--271.00 • ♦ • RIM=272.78 7 LF - 8"SD '•; - ,� IP1a ♦ / REM=289.00IE 6" OUT=270.78 r LF 8 SD l / 1 " S` B S / .� 0 (5W) - " / S-2.45% - / 37 LF - 8 SD ?�a 0 IE 6" OUT=287.71 (SW) / �� ` . ` 20 LF 6 SD /'.. - SD MH-11 / 5=1.00% /% //. r 3 LF - 6 SD •• S=6.61 • iz so 1' '` / 1 • / 15 LF - 6nSD / SD CB-2 �1. �' �'u'� 1 " RIM=289.80 �,� , S=4.91% S=21.4 ® RIM-273.29 �. '/ oo/' ' L c ' i 1 IE 6 ,IN=284.75 (SE) 21 LF - 8"SD- / • V / SD STUB-9 ° ` ♦ / ''f - ♦ / - 6" ` AVS IE 8 OUT=270.29 (SE) y ci/N 1 IE 8 IN-285,00 (E) S=1.00% 7 LF 4 SD :�0 3 LF PERF. SD / IE 4"=273.Q0 ® • ! 21 •��.�, �/ I L._ ll - I 1E 8 IN=285.00 (W) / S=1.84% // S=8.19% / SD STUB-5 ` #1* (F t• `�' " ' -T / _-.-. r7i,) SD BWV-3 �� S� ♦10,, • I 30 LF - 8 SD y iE 8 OUT=284.57 (NE) r� .4ibin , IE 3"-273.00 ® • `, �2. SD I SD CB-13 " • S`0 A� ,ip SD STUB-4 TW TTY MIDDLE SCHOOL --� 1� 1 RIM=289.70 / 20 LFS�88 3� / 26 CF �03g/� , IE 4"=288.00 / 19 LF - 10"SD -- ♦ - ♦ ) 4411,4; � TRS I 1 IE 6" IN=287. 63 � . S=2.12% ♦♦ 4pili.•1 <ic- / o0" QO {W) �� R�� // .SO ��, 2 LF - 6"SD i , s,....., -,:o.,,-,/ •�.Kx• �X / 1 _� / 1 1 r 1 IE 8 OUT-286.70 (E)_��-, _ 6 SD - �t7/ 11V.M - • ` SDSTUB-6 SD 1 ., 1 S 24.61% 3"=273.00 9 < / 7 - , I 58 !• �� IE �� • 1 JI / 0 1 -- / �. . , . ` SD AD-21 �� 15 LF / 6"SD'; • • Ic \ o / r ' / / ‘ � ♦� .` . RIM-274.29 2\S=27.21% • o I B I ♦ +- ' / , w V4 7. ) SD AD-24 IE 6 OUT=272.30 (SE) / / .\./,c,9 , /Oil I 1 SD COTG-33 SD COTG-34 / N. / '. �� • , / o �.411YA14/474*47 Or SD COTG-27 0 0 / I I / / r , � / R1M=273.83 7 LF - 8"5D / o � /° I - I ' 1 I / -29 LF - 4"SD / 'ice .*' o•``� 'ft* ' � � . • • SD AD-23 IE 6" OUT=272.36 (SW) / i 2> ;i I i I SD MH 4 / Bo 1 - ,ft 0 • ` - S=61.50% / < Cp v / RIM-273.69 S 0.50% / �,� '�# `,� �. • • RIM 274.42 SD STUB-21 SD CB-21 S� • 6" / IE 8" IN=267.85 NE 1 ' / . / „$; j 4145, e� ��'�mpr SD COTG-12 IE 6 OUT=272.92 (SW) IE 3"=273.00 RIM-273.71 ' 1 '0 ?° `1� / IE 1D" IN=268.00( NW / Dull Olson Weekes - IBI Group \a.�� .� �� IE 4 QUI=284.50 {SW} / " IE 8 OUT=271.00 {SE} O IE 10 OUT=267.65 SW / . ri ( ) Architects, Inc. l l w�_ y� 4A,`` *ff*M0 / 4 LF - 6 SD 6 LF - 6"SD . . 1 '--- / �, � ; • ` S=110.72% _ SD COTG-17 i ;, . / / / IPIrli1014Y41SD CB-15 / 5-91.09% �� . ..,` ° `° 0� � SD STUB-1 �� `♦ i / / TRo -t�- N +Q ajX ; RIM -2$8.86 l - 4V .` ° /c.0 / 907 SW Stark Street Portland OR 97205 USA `'� , � '�• IE 8" OUT=285.86 W • SD STUB-2O IE 3" 273.00 ® o o / / ter 503 226 6950 fax 503 273 9192 ,,, ,, ,9., \ ' \ I / �� \ 44,� .„- `�� ( ) \. SD AD-25- " �•. o '� / / www.dowa-ibigroup.com www.ibigroup.com \ ' 1 , l !' 1 4j��j� / �WAT 20 LF - S"SD IE 4 273.00 RIM-274.42 2 LF - 8 SD , �♦ �� / i / / AI*" ' 1 1 / 1 iE 6" OUT=272.91 SW S=24.38% 4 `'' / / / \ , / 1 4� ,/ S=4.22% • • 11/ ( ) `. /ry / / 1 1 G/ , ',' 1 / Ir 1 � It .. f Y��, ,� • .... �� " 7 LF - 6"SD / / 41 ,�1 ,� w . SD STUB-14 / 4 LF - 6 SD 5=16.41% / / %53 - ` 1 lf / Ij 0�� 1E 3"=286.00 T. ,. / S=133.75% • ;r / / 1 \ .��1�f I, f 1 I .� / / ®O / FD SD BWV-5 /**4,4 . / / I ��L. \\ / 11 j i 1 cc j �! �r� _ / - " r7 LF - 6"SD , k # 4\° I,.r� ` / / I o ,` ;� "� FAY� -20 LF 6 SD / 6 LF_ 6 SD ` �` ` t!1'� •r o o // REDP�OFF o2;o7;19 1 S=16.40% o ' I S ----1- Ir 1 / I �, ��`�;I 5-1.00% / S- 60.98% �� i/ �� /;' r • �`�� i NI `��o i - - 1 j o SD AD-15 A��,_ • ♦ v� / ., �. 7' I „ ,, / �.. _ - 79701 PE \ / f 1 I 1 r ! I ;.�� SD COTG-19 RIM=288.01 // 100 LF _ S"SD Vim- �.J \ ` �� • ry^�� / / /40 / ��- `�- " S 3.00% . ♦ / • *Aiiirr DIGITALLY SIGNED 1 I ( 1 1 r IE 6„ IN=285.$0 (SE) / ♦ . . .� \ �' f 1 *Ai* j 1. F t // / OREGON 1 ) I ° l � ® IE 6 OUT-285.50 {NW} / 19 LF - 8"SD . f J ,� y --� 1 f I 1 : • SD COTG-18 " / 5=4.99% ! _�.% � ;, __.� FD off° •"�,,� / / . Gi. TB zoo 0 1 I ' A -43 LF - 6 SD *Ai,* '..1_**70,4:*s.,44p:711 -.,:114A*4. 11 •� o /o / / 140p, /G 0�i - I -tics �� *ire _ / V � / lMARK4FO 1 I /�* S 1.76% / I . . it / 4 , , °° �-_ . . r 4**. , . ., �� 1 EXPIRATION DATE: 12/91/f9 / -,--- '- ] ,' n / W / / *** CA- ° Ii Q% ♦ / 17) ' SD CB-23 ' .1...4„ I*** IP- -ilik TRc.: • rkw / , , ,/ !• 1' / �,. .:�� o41° SD �♦��. �. , 4( IE 8" OUT=•273.07 (SW) � �� , TRo E� „* b. Sti , �' 3 , / r 3 4/1� �i � 4LF BSD �� , „\ SD TIE IN-6 / `(ir'/ar \ / --i- I' u ♦ 4117;.- S=118.56% r� �w;�,�, 16 LF - 8"SD ' I g IE 8" OUT=283.42 (S) *AY �' 1 n i � S=6.79%= SD CDTG-20 •;�,� j f r( , / �° � SD CDTG-25 • ` iii,�J I / 20LF - 10"SD 47itli SD STUB-15 SD ` . S=1.00% / 1 T-' I 10 LF 8 5D . )__. IE 6 -284.00 \ r 4 Maiftlirir • , i N i S=8.38% \/ 11 LF - 6"Sp .� rn j SD CB-22 *Ay / f rrf SD AD-26 / = SD LS-AD-1 ° • 1 IE 8" IN=271.98 NE °° ! 'l� fill i i kir ► S 6.37% D 1 ' ,_ o ; " { ) RIM=285.90 / O RIM=277.03 r o ; IE 8 OUT=271.98 (W) ♦ *'• icy _ SD CB-B- " _ it 1 i IE 6 OUT=283.87 SW / IE 6" OUT-274.03 NW 1 /r 3 -- F I RIM-285.41 ( ) S `� o� { ) >, �;; 11 LF - 8"SD /./...1 j IE "8" IN=282.60 ( � G �, ;� 1 / SD AD-29 SD MH-5 ene , 1 \ S=43.84% \`. , // �ri•ra � = IE 8 OUT=282.40 v !1 �� 10 LF - 6 SD / � ry V RIM 278.00 RIM-275.36 �� 1 t 7 ^ - ' RI = OUI=276.00 SW IE 10" 1N=266.18 NE I rf ` / 7 NII. l S=24.72% , ~ - ( ) ( ) ,�' /�L ; / SD CB-17 - 1 Co 1 1 D LF - 8 SD i�r, ��. /Z___ RIM-284.95 IE"8" IN=267.00 (E) ; .,. ` I '1S=360%\ �� ` • " ( ) IE 12 OUT=265.9$ (S) 1w ! . illIPI ' V l I .��l.�� / IE 6 OUT=281.95 SW , / I i 1 , ; _1 I 1$ LF - 8"SD ♦ -gir / / y 7 LF - 6"SD /1111 I j 1 7 • �+ /' 1 I S-3.60% �• / / 4 •• ` S=1.89% SD STUB-18 SD\ ;f�/. ' / 1 ,` • ____� EX 4 RD IE UKNOWN _/ y / ; \ ` 15 LF - 6 SD : SD AD-28 © FIELD VERIFY o c. �;osT 'W \ / / / ` S=19.89% / �'/ • { ) "P"-- I Q F. h •, / / -, R1M=277.25 1 • • \F .. \ / y ��' �� [wl j 1 yIIV•h/, IE 6" 2425W) n/ �FSD CDTG-23 15 L4 SD / I/ � , S=3. i 62I` - \ 3 LF - 6"SD / r ` o O r..... I AV .� sp SO // I, / . .'" / • ` S=111.42% SD COTG-24 / it r ,� �� ,.... 0 4 0 _, 47�` I /j / o " RIM=277.10 SD STUB-16 / -. tol \� V i-] ____ I ham. �� ' " If � • // , -- -. 'IE 6 OUT=275.10 (E) ® IE 6"-276.DQ © _ " 1�� 0 I ` h 20 LF - SSD , ♦ / 9 LF 6 SD , -- 1 , 1 V J CC I - _ SD CB-18 I AI / / T $ S=7.83% ` 1V 1 \ ��RIM=290.09I 5=3.60% •E �� ` • / t' //I�/! // f f \ I IE 6" OUT=287.09 NE I • ! ,�• - ♦ \� Cl) - I I ( ), j .� 4*. ♦ , i SDSTUB 17 ! + L0 / ® '>;J. S6 //... . ® IE 6"=276.00 ♦ 1 SD MH-6 ccI I \ Ilif I I I / I / 1. , s �� <F / ♦.. / RIM=273.69 Icv CD al a' / 1 ISD MH-7 �� o S� 8S' I •. / / o,' /IEn °-� I J - �,, �83g♦C? ell* FD 1` y // / SD BWV-6 ° j ,, , 12 IN=264.53 (N) \ I- / RIM 285.55 ° ` " \ j \ I " s / / / oI � / o `- IE 8 IN=264.59 W CZ N_ I ` IE 6„ IN_280.00 (NE) �\ /��_\• � ` ` SD BWV-4 � 1 . � / 18 LF - 6 SD � 1 �" IE8 IN=264.98 (SE) \ �y ■ � QI IE 8 IN-278.31 (NW} o ' `�_ / - r ,l IP** m'°7441,- ,.� / S=62.77% r] �,�, IE 15" OUT=264.13 S \ Icv� -- - 1 / �' IE $" IN=280.00 (SE} �/ �� - ?� � � •� i / � � I � � / vl� -'; ( ) N .--. .-- � , ° __ M � � 0 0 ,,,/ / /I / CF �� e' ,s 10 LF - 6"SD LL' �� s rte '/ \ _ ti _ �p �� 1E 8 OUT=278.00 (SE) � _ S 8n `��•�� _ . .� f \ _ ��\ rn x0 1 \ �� IP SO �1- �, y S-27.70% 1 I N 1 ® _ __ �1X4 r - - 832 ��'' n n r N7 , �f 16 LF - 8"SD \ __ ___ - f #_� L/ SD CB-25 `��/ - - - (,� :� / 7 LF - 6 SD 12 LF - 6 SD I] ilt • ' S-30.00% \ - - ._ _ __ - ~ cn / 527.72% S=15.40% cn p CO CO _ IX.1.1 -00 - ..- / / .. R1M=2$5.26' ---_-,,,,_'-•.-."---S,„, .... 8':s.-6--=__ �-/ " " N i - . *69 " l l \ - \ RS50 00 \ - ( IE 8 OUT=282.64 (NW) 28p ` 83g �` - -- \ 50 LF - SSD 34 LF - 8 SD . LF 8 5D c� \ - - -- - LC) O O -4` / • \ \ -S=4`83%- \ 5=4.83% /.� • 5=4.83% • / SD CB-24 a I ) / 1 / gi . 1 { t� I I RIM-272.9D nomI R M-279.29 _ _____ „„,,L r n y 1\ 27 LF 15 SD /IE 8 OUT=269.90 NW J 1;,� `y � � � - lq:iff - - I,: _ I/ f 1 .., ______i IE 8 IN=272.93 {NW) S-4.83% S=1.00%~ _ j o __ -- - IP - IE 8 OUT=27 .7 _ 2 3 E _ _ ' w J [+Nl MI [w] i J [�+] Iwl w] [w] ! rw] ,t. r N J �'-.�„ �.i! - C _n._.. "- • .. ..� s--: •• -.-� '-',4,,,i1.4.7 i f4 - :s...�iii44- a - -wr,�ar/ ,--sx^c` Si • �__ q (`+� � � / � I I � ! � � 1 � � � � �Y � �1r •w� � � � -- �i i■ -. ./\ -_ - ill.- � � 47- %,iyf�' __ s :16r-'4'..- � y t�� _ - I _r- _ o o c s c / �, SD TIE IN-1 �.. .4 '�`�� 1 t- - c s L ��f �� r �' 7 / g'S5- \ o I IE 15" IN=263.85 (N) ' - "- -- - MATCHLINE SEE SHEET C4.3 - • ;_ / : / + t ,' 1 I I I / � / i / 111 SW Fifth Ave., Suite 25fl0 I 1r y� �O f Portland,OR 97204 *4.... \\1 \---- / • I •i a'f ;4./ Jr / / j/ / i ^ O: 503.227.3251 \ % is I I / A� \ / t0 �� i i k+ F: 503.274.4681 ^F� `ry www.kaf.com SD STRUCTURE TABLE SD STRUCTURE TABLE SD STRUCTURE TABLE STORM LEGEND UTILITY LABEL LEGEND SHEET NOTES , r c0-'�`'' Cl)ci STORM LINE 13 ' ;j�/ +iii a•..f REFERNCE OFFSET REFERNCE OFFSET REFERNCE OFFSET C6.1 STRUCTURE LABEL 1. SEE SHEET C4.0 FOR ADDITIONAL SHEET NOTES AND LEGEND ��/ // /, / 6 STRUCTURE ID STRUCTURE ID STRUCTURE ID /,;C `%' ALIGNMENT STATION ALIGNMENT STATION ALIGNMENT STATION INFORMATION �� jn.,i;-� co STORM LINE - NOT IN CONTRACT (N.LC) UTILITY TYPE (SD=STORM DRAINAGE) : _,,0-1Z-- `'-'' _ o AD-14 ROAD 6 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' 018 STRUCTURE TYPE CALLOUT2. SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES _ qP � - - - - - FOUNDATION DRAIN -p-- i1 ' r U - COTG-12STUB-9ID NUMBER (WHERE APPLICABLE)O AD i5 ROAD B 53+22.57 RT 31.07' ROAD B 53+55.05 RT 53.42' ROAD A 18+31.15 RT 143.73 - - - ELECTRICAL CONDUIT r j L CABLE) 3 FRAMESCANDCAREAS ORAWORKS FOR ALL PHASING T1ME l/_- - r•L' 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' 0 01.1 XX XX-XX key pIan 0STORM MANHOLE X+XX.X RT X-X' -LOCATION (WHERE APPLICABLE) 4. ALIGN CATCH BASINS ALONG FACE OF CURB WHERE AD-21 ROAD A 18+42.70 RT 29.28' COTG-18 ROAD B 52+68.99 RT 25.46' STUB-15 ROAD C 71+96.71 RT 19.46' _ APPLICABLE o¢ • CATCH BASIN C6.1 ERIM IN = XX.X --SSTRUCTURE INFO phase BID & PERMIT Cn 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 (WHERE APPLICABLE) 5. SEE SHEET C2.0 FOR HORIZONTAL CONTROL DATA. ■ 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' C6.1 6. SEE SHEET 04.6 FOR INTERIOR FOOTING DRAINS AND 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' 3 0 COTG C6.1 PIPE LABEL CLEANOUTS date FEBRUARY 8, 2019 I l , - - I VEGETATED STORMWATER FACILITY C6 2 (:6 2 UTILITY LENGTH 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' revisions �� FLOW DIRECTION ARROW UTILITY SIZE AD-28 ROAD C 71+37.89 RT 99.77' COTC-25 ROAD A 19+67.47 RT 107.22' STUB-21 ROAD A 19+36.17 RT 42.49' �� 1 UTILITY TYPE o _ _ 3 ■ • OUTFALL PROTECTION C6 2 j © UTILITY KEY NOTES o 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' .7.f.--....-...... r co 8 9 XXLF - XX" XX DETAIL 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' ® DITCH INLET C6.2 C6.2 NOTE DESCRIPTION S=X.XX% REF. b 7 CS 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' 1 WATER QUALITY MANHOLE C6.2 C6.2 FD CONNECT TO FOUNDATION DRAIN. COORDINATE 0_ 12 SLOPE (WHERE APPLICABLE) DEPTH WITH STRUCTURAL FOUNDATION PLAN. U CB-2 ??? ??? ??? ???' LS-AD-1 ROAD A 19+57.87 RT 24.17' TIE IN-6 ROAD B 51+70.12 RT 7.58' 9 BACKWATER VALVE C61 0 KEY NOTES STRUCTURE TYPE CONNECT TO STORM DRAIN/ROOF DRAIN. SEE U CB-8 ROAD B 51+58.44 RT 10.69' MH-2 ROAD C 71+30.74 RT 124.37' SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE a 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 UD CONNECT TO SLAB UNDERDRAIN project # 16055 CB-15 ROAD B 53+57.43 RT 18.42' MH-5 ROAD A 19+61.27 RT 3.12' LOCATE FOUNDATION DRAIN FOOTING PENETRATIONS 18" MIN. FROM [L 1 BWV BACKWATER VALVE 12/C6.1 =J CB-17 ROAD C 71+48.81 RT D.00' MH-6 ROAD A 21+05.54 RT 2.00' 2 COTG CLEANOUT TO GRADE 3/C6.1 STRUCTURAL HOLDOWNS. SEE STRUCTURAL DRAWINGS. CB CATCH BASIN 1/C6.1 11 UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, STORM PLAN 5_ CONNECT TO EXISTING ROOF DRAINS. FIELD VERIFY INVERT AT POINT OF U.N.O. U � � CONNECTION cL CB-18 ROAD C 70+03.68 LT 31.38 MH-7 ROAD C 71+30.65 RT 19.41 DI DITCH INLET 8/C6.2 co> 3 CONNECT NEW STORM LATERAL TO EXISTING STORM CONNECTION. FIELD FD FOUNDATION DRAINAGE S C6.1 c\10 CB-21 ROAD A 18+84.98 RT 12.00' MH-11 ROAD B 53+46.23 LT 1.96' VERIFY LOCATION AND INVERT / ooh MH MANHOLE 5/C6.1 NJCONTRACTOR 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 " OF OUTFALL 1/C6.2 it C4 • 2 viENSURE MIN 12 CLEARANCE FROM PROPOSED STORM 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 1 = "?El FEET NW6 LANDSCAPE AREA DRAIN, SEE LANDSCAPE SHEETS. WQMH WATER QUALITY MANHOLE 6/C6.2 c�J CB-24 ROAD A 21+20.37 LT 10.00' STUB-5 ROAD A 18+29.91 RT 88.74' UD SLAB UNDERDRAIN 2/C6.2 20 0 20 40 (-NIT_ -,‘,/ - ____ ._ . , 1 -[w] y [wl f (w) -�, [ s ,r- _. - - '� 111 ? ,_______________=___:- �.. _ . / 7 l ... -- \\ , _ - / (ir--___) - ,_ -�\ ` •® SD ! / '`., is ,l •- : II/ U -l - --- i _ `y 'a /!" +i�� - - - �,. - \ �,' 6 '�r - - ..� `� � ` I../ I �y "7,�../i. .l� • - * "�j -•�+�1F �.+ru. in.. 1 - 1--- - - �t _ -,_ �, _._ �..a MATCH LI N E SEE SHEET C4.2,11- �'= ,ti � t � = * _ _" �+ \ s r / F� +�� /� w� �I ."�lr- �., ��B SS / w $,.SS \ g„55 \: $„55�wr.f. „SS 8'.5 8"SS 8"55 8"Sg ' 5�� "SS 8-SS 'S. 8'SS 8"S ZGJ� 8'7 8'SS 8,i / r, EA. . - '�.� „.,,. , / ss "J'7 me }8 .w,.�. 1 S5 �� '•-r / \ J 1 77 _ / / / -- 2 (e,-..., ,.. )1� >e� �' f 256= _ -rD / \ / / __.254 W . m / N / / S - MI - IIS ■. - - - ■11 s - - - a - in i - = '� - I n • , / i' / „ ,-i- �. SD TIE IN-1 / / ,\'1; , y y coa' / 6cV' Ir zw • -IE 15" IN=263.85 (N) it - - v • ' ? /` I \ \\ u �� [S�] taul _iso] 1 [SDS 1 ( ]/ ` ♦ \ ++/ i ----ry // • / ` / / / [SD� [5p1 [5r] [5 �t HB'I `� ` ` ` 11 ' ♦ \ 1 I 1 // / 1• ''/ / / •i -_/ 1 / / / / / I, / i I l l4D D D D \7� D l / / ♦ 1 / • / I / / /i, -Ii = - / / ` / /,/ / ` / / / " / / ' l \\ \\�\\\\ - �. \ 1 / o, '`/ 1 r r I l I / 1 / / �!/�I/ _/ / / _ - - . /' / // _ - -/„- \ \ \ / ,t / _ 2.60 l c°' �' I I / ` /// I -// / / 1 /I/ / /�/ h� % / 1/ I/ 7 I - _.w ' � � ' \ 11 L __ \� / �� \ I nr ♦ 1 I/ / ��/yf` \/ / / / \ \ / SD T1E IN 2 1/ / // / /I /- -1 / , / I / /f //I \ L 1- ` ' ] [SAf [ -B IF- -- I-W --� \ , f ` ; / / / IE 12" IN=253.38 (SW) 1 ♦ . f1I / .// / /�/ // , ---- ---- 0 G9,.0 JB j43.7 :_- E J___ _ - ' I- - - - \ \ ---- , / I f/ ,/ / 1 1 I I e 4• \\\\\\\\\\\ \\\\\\\\\\ \ \ [� \\\ \\\\ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\ 1 I/ % / / I \ \ �\\\\ \SRP te ° 1 ? ! 1 / ` _ -1 - - -/ / / / (N/N r / _� j % / 1 ,I1 / //I7 HB\ \ / \ , I \-- o i / \ \ `v co f / { -`6► 1 1 - f l h I i r i rnj/ / 1� % Il ,� I 1 I l 1 11 I I \ \ II o? 1 v �^ I 11 I I1 N i ''� - _ R`� `�.j .+ / / ti �' 1 1 ' \ I I \\\ \\\ \ ' �`�, `'' ! s/ l I n r N`�' _ _ J. 1 1 _ II / I II 1 1 i I I \ \ i I I ;I / /1 / 0/w cis ti� - -1 /1 - tI 1 t i \` /' f I1I 1 1 I 11 \ / / l i / l •�\A \_�� . 1/-11 ./ / / I I 1 - A \ 1 I l / / \ /1/ / /� % l 1 ! , iN - -- \ � I ~ \ // / / I // // �/ \ ' ��\\-\`\�/ I-J - Dull Olson Weekes - IBI Group ✓/ I / ' / ,1 / 1� r� 11 I // 11 \ \ y ///// / // // / /// / \\ `t IJ . Architects, Inc, / [w] \. Jwl y \ ICV 1 / 1 E'"] / 1 \ \ o ° I /1 / / /i / + _ • \ I 1 \ I N I (1� /.1',/ / / // // / / _ / _ \ _` 907 SW Stark Street Portland OR 97205 USA Il fI/ \ 1 \ o/ HB CB-30 // // / / f / moi\'\. �/ tel 503 226 6950 fax 503 273 9192 I / SD / / / / / `,•�x, www.dowa-Ibl rou cam www.iba rou com 7/ \'�5 \ ° ,�4 SSS / / / 9 P 9 P j �, 1 1, \ •RD ry if 21 �3sg RIM=258.34 /// / / / / , ti ;' ,% / �- t� 1 1 \ PRE-K / DISTRICT BUILDING 0, 8ry• s OU 255.34 (NW) , / / , / I�� 1 l \ � I \ ' v \ \ \ \\\\\ Si • v �o Sp 517-7 / ,, / �/ // / // � ` _ � I f / / 1 \ I _ _ �� rr . / / / / _ _ - 1 J // � 1/ III \ 1 yQ� Apt �/ / /� / ��I ,/ 1 / ,./ „. 1 II - - � l \ T ___ _ I ' ,\ u 1 II 4 ^ l S/ / 3 ` ��' , \� / � /_ _ / ,_ __ ,.---- 1 1 I �� •i / / / J , f 02/07'19 `I 1 / // /1 ) 1 1.` °�v / / l _ Uu 1 _ 'r� ARD - - / i [F \ ` `� 40 - / J _ �0) PRO/ ' I-� , -.- ' / / // , C'D `l' �� p` ,f / % - -- / � �c.��- C,1 �r ''S/ ( i may. a ° / daI Il / •T!,[" \ OC� yQ / Q �JJ nh`^Mj� / // / / �� (V 4,, F� '`-�141jaI L i r l '1 �- i / ' I , . iii ,J' p 1 \ .�� \ `� h(ti // / _!� / 7.3701 PE %1 /�� '7 I// Li,/ / i I �1 I �+ \ //'\ / / r / ,ry O / , / / ❑IGITALLY5IGNED ,. I, r __i . _ , % �i � % / 1 1 / // .. -s I / aI \ / •RD ro. r / ' // / // lei/ A -1 Ya.; ��/ - / / 1 f // h \ 'il 71l i f �,# `. , ` / �,�I C'' SD CB-31 / / // / r°� `G� ro, 29�oyp T� � i��•� I�" 1 \ I V , .- /1/ ` RIM=258.57 / / / NA RIC d �� / 1 ! / � I // \ ` �� 51 , r / FXPtRnTION DATE: i2/3f/19 / /� I �I \ \ / IE 8 OUT=255.85 (NW) // / / // ��`�� j�7=�� 11 /l )1 /l ! •//` •• 1 CI •# \ ` /S1 I I I / // // / / / . `i _ . / •• / ! v ' / I I r - \ `` / = I.// / / / / .1%.. Alt , _ J /. . / i , \ , /IcV� 1 / 11 I / 1 t / / / �� .► �'�� / / / �I I // �. I 'I [�+1 HB i /� - / 1 '1 1 ! /� � -- - ' / / / 7 f1�Ii��!' �� - / J /� O'- ;IJ / / I - \ © SD MH-9 o r S� / J 1 i I/ 1 / _s ► �. 1 I • 1 1'"] \ RIM=260.04 o S 06 / �! /! / // / i • `�-►vi►!1� _ / I \ IE s IN=255.20 SE `''cv / ' / I / / i1-- SI`y+' ''l a '`I [ i / Iwl/ i I z \ / ( ) r . / 'a ..�� -\� /I\ // A. / / , / // _ \ 1 I `� / I ' \ \ IE6" IN_255.25 (SW) o r^/,�° 8S0 • // / 1 1/11/11 I l/ 1 I �°i // / // / - / // / , / \ \ .HB IE 12" OUT-255.00 (NE) �� o • I I I 1 /1 I I / /�, / / /i /7// , // ./ , c5'-/ \/ \ �` / / / /� / ° ~� \ _}; / a /fir � / I I I I / / / / ' / // , '-1 g [wi /tip [ ] \ [w] \ ] / ` I / • li �\ • \\\\\\\\\\\\ o / • 0 / 5D CB-32 / // // // ,/ // / �{ // ! p )11' / / ilt 1 co / / /.• / ail / ; /' RIM 258.06 / // i / r - - -� ! ` \ /` _ r / 1 1 I / / / 3� 529 // IE 8 OUT=255.06 (NW) i j ,/ // / ! / // _ J I \\\�\\\'' \��, / _ \ I L /' \ / /// ,/ I o �F • 9` // / ' /1� 1 I y i l �' / / / /// /' // I / / /� 1/ / - - 267- - - , \ ` •RD \ / % i r 0 8Sp /• // /// 1 /1 1 J/1 ! ! /' / // / // / / b a I /. •/,` / �' I I I ori + b \ O / LO / / 1 / / 1 I - i / / / / / [p. FP FIS P F -(P FP F", _ / / / 1 I 1 l / / / / ji / • / t I 1 /N- --- - _266 .� - T I co %/ / B > Si //'''////1 / AIX / / % ," + / / II/ 1 �/� / / off/ i -Ef / I / I \ f 265 N. / / / / // /1 1 I / / / / r / I / / ]- - - 264 - .com / . ,mss -SD CB-33 1 / / /. j /` // / _ I / / �_ 263 rc \/ / ' + co/ , RIM=259.09 /I 1 I i 1 I / / / !/ / / / / / / ! `iF ❑Ec ° 1 I / r •a� IE 8" OUT=256.09 (NW) 1 /11 1 /1 1 / / l 1/ / / / i\\)\\\\ \\ _ _ .- n - -- � _ \ / T"/ / l / / 1L CO / � 4---._,4_ 0. o Irry / ; 1 /1 11 I/ ii ! !! // / l ` / // / -- - -- �'"� 2�0�o icy I / ` - _ / -' - /` / \ \ 1 :' ^/ , ^ /I: /j �/ / I I /j r l ! / / / /, // �'� \ ' i ' ,l,v o / - _- - - - - \ / N- 1 .1 1 awl / = / / I /I 1 / 1 / // 1 i ! I / / // / / `1' \ ' \ `� \ / \ I 1 1 1LC) / / I I / / / / I 1 1 I / / / // / z la\---- __,--- --- i \ % ' 1 Co ! I \ill 111 1c°� // / 1// '//1 I / / / I I / / / // / // / O f.�. s. �' _ 1I kl/ / l / I / 1 1/ 7/ // / / / 1 1 ! ! o N e \ / ,. - 1 1 � \ / / fr I / / // / I I JI 1 1 1 ! / / / // / / / i `, Vl1 a/.-----------. . . e/4r-.I .--- / y of�' 1 igr '!�i►�� .` \ \1 . 1 / !/ // f/ / , 1 / 1 l 1 1 f / / r / v O • „., SD COTG-2 // 1 I / / ' ��•��•�•�•�♦�`�•�•�•�•�w�` l \ SET RIM TO TOCP OF AGGREGATE -- / / 7 / // / i, l 1 1 h ! / / / / / / C� t7i // , - . ., . �\ �� IE"4 IN_257.96 (SE) �; .�+.� / //;%1/ /! /l /`l //� / I I �I� \ f / /� // / ,/ / TET ER ALL / / / / / / ` - - - - - - - J / IE 6 OUT=257.96 (NE) ;• ��_ �,441r �� 111011' If i / r // // / / L / l \ I 9 B / / ai [ _ _ - / ' l - I I1\ ' ' -- \\ 1 / ; /1 / I / 1 / I /l / / / / = j / / / / ,// / , Q o ti / _ - - T - - � / � � \ w \ t �I / : / 1 / 1 / I / 1 / 1 1 / l / ) ' 1 I / / I i // / / / \ l Alk / / 1I I I I / / ; // / / / / _ o S- , / / , / / / / / 1/ 1 o TET# RBALL / J / / / / rn �! �� 47 LF - 4 PERF. SD /1/ 1 /� I l/ f j 1 - / ' // i / / � ' /11, � -� / / / / / / i"1 \ '. .� ti S=0.00 * . • / , / �i / / / , , ,�� 1< / /, i I //! / 1 l / ! 1 '1 1 1 ' i / i' 7 / I / ' I / cc p co c� ' ' .\I / / / 1 / / / 1f / / / :` f / / / / ~- \ 1 / l 1 / 1 1 / I 1 ' 1 1 7 / / / / i v7 0 0 i / 1 / / / / / ' / O �, � , /' / '�' \� �`�� } / / 1 / I/ 1 / ! ! oTHEI�BALL 1 /� 1 1 � ' I/ ; / / l / �/ I/ f I / ! l / 1 1 1 / 1 I ! / / �i! 1 � / �/ // / r ! - I O . � - / / I / 1 / l / �' ' I / / / - / / ryII. / l / / /I I 1 / 1 1 1 / I / / / / -../ x �f 261 / , �' , / 1 _.1 / / / / fj„, _ - I , o� I / i /I / / / , I / I i 1, - / / , , / / 7 --- --- ,7 , 7- ' I •k • \_____?,) _ 4/ - - - ,,,I,,, '/ 7// / / / / / / ji./ / / ,---- --// / / / / r / / 7 \.„--- iiii-Ap," 1<13ff � / �i i / � � ��\ 1 _ 11,,,W0' - ,-, 260-7- ---.' l- / 1 X I / 1 I --I 41PY / // // / / / / / / / / r -- / / / / ,/ / '`261/45 14.-1 --- --- ..„--- 7 -- / / I i ...,..„ / i I/ 1 / / / i I / / 'I / � ' \ ._, / SD COTG--1 l / 1 /1 1 1 //1 1 1 / / I / 7 / ! 1 / 1 I 7 l / / 111 Sw Fifth Ave., Suite 2500 L 1 / / N .� -J SET„RIM TO TOP OF AGGREGATE !/ 1 1 /1 11 �/ Portland, OR 97204 TEMPLETONELEMME-�t�1R-l�.SHOOIL 1 IE 4 OUT=257.96 (N) I I I I 1 ! //1 o: 503.227.3251 503.274.4681 �� I i / / i / / / ` / ! 1 I www.koff.com S I ORM LEGEND UTILITY LABEL LEGEND SHEET NOTES .v �,.` I SD STRUCTURE TABLE , STORM LINE 061 STRUCTURE LABEL 1. SEE SHEET 04.0 FOR ADDITIONAL SHEET NOTES AND LEGEND 4 INFORMATION , - j STORM LINE - NOT IN CONTRACT (N.I.C) UTILITY TYPE (SD=STORM DRAINAGE) _ p=4 / REFERNCE OFFSET 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES %% r /I.') STRUCTURE ID 8 STRUCTURE TYPE CALLOUT _ _,o- , •.I ALIGNMENT STATION �.-. I - - FOUNDATION DRAIN X ir:, �,, 06.1 � ;„+;%�' .�:i�� ID NUMBER (WHERE APPLICABLE) 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME * -' CB-30 ROAD D 81+83.79 RT 29.79' ELECTRICAL CONDUIT FRAMES AND AREAS OF WORK' e key plan CB-32 ROAD D 81+12.16 RT 54.92' STORM MANHOLE C61 XX XX-XX 4. ALIGN CATCH BASINS ALONG FACE OF CURB WHERE X+XX.X RT X.X =-LOCATION (WHERE APPLICABLE) APPLICABLE CB-33 ROAD D 80+71.26 RT 29.76' • CATCH BASIN 1 RIM= phase BID & PERMIT 0 C6'1 1E IN = XX.X --STRUCTURE INFO (WHERE APPLICABLE) 5. SEE SHEET C2.0 FOR HORIZONTAL CONTROL DATA. COTG-1 ROAD D 79+38.09 RT 33.54' ■ AREA DRAIN 02.1 IE OUT = XX.X - 0 COTG-2 ROAD D 79+60.95 RT 0.50' 6. SEE SHEET C4.6 FOR INTERIOR FOOTING DRAINS AND (1) • COTG 061 PIPE LABEL CLEANOUTS 6 MH-9 ROAD D 80+71.24 0.00' r • date FEBRUARY 8, 2019 (Ni I, ' . I VEGETATED STORMWATER FACILITY 4 5 UTILITY LENGTH c� C6.2 C6.2 o L_ • revisions TIE IN-2 ROAD D 82+76.63 RT 48.41 UTILITY SIZE co k_ FLOW DIRECTION ARROW r . : 3 • * OUTFALL PROTECTION UTILITY TYPE © UTILITY KEY NOTES Si _.�-._.:_._: 06.2 � 8 XXLF - XX" XX DETAIL Q ®DITCH INLET c6.2 cb.2 6 7 U C6 07 S=X.XX% NOTE DESCRIPTION REF. Q WATER QUALITY MANHOLE \ FD CONNECT TO FOUNDATION DRAIN. COORDINATE � 6 j 12 SLOPE (WHERE APPLICABLE) DEPTH WITH STRUCTURAL FOUNDATION PLAN. 2 9 BACKWATER VALVE C61 >I- 0 KEY NOTES STRUCTURE TYPE CONNECT TO STORM DRAIN/ROOF DRAIN. SEE � SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE J Q DETAIL CALLOUT DESCRIPTION DETAIL REF. AS NOTED. NOTE DESCRIPTION REF. project # 16055 AD AREA DRAIN TYPE I 2/C6.1 UD CONNECT TO SLAB UNDERDRAIN 6 1 LOCATE FOUNDATION DRAIN FOOTING PENETRATIONS 18" MIN. FROM BWV BACKWATER VALVE 12/06.1 oSTRUCTURAL HOEDOWNS. SEE STRUCTURAL DRAWINGS. CB CATCH BASIN 1/06.1 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 3/06.1 U.N.O. � CONNECTION DI DITCH INLET 8/C6.2 0_6 CONNECT NEW STORM LATERAL TO EXISTING STORM CONNECTION. FIELD 0 3 VERIFY LOCATION AND INVERT FD FOUNDATION DRAINAGE 8/C6.1 co N"-=" TOR MANHOLE 5/C6.1 M.Cl- 4 CONTRACTOR TO POTHOLE AND FIELD VERIFY DEPTH OF WATERLINE. 6ENSURE MIN 12" CLEARANCE FROM PROPOSED STORM OF OUTFALL 1/06.2 C4 • 3 'z 5 SHALLOW MANHOLE, SEE DETAIL 7/C6.1 STUB STUB 4/C6.1 SCALE 1 I�VCI l = 20 FEET � 1111 LiJ 6 LANDSCAPE AREA DRAIN, SEE LANDSCAPE SHEETS. WQMH WATER QUALITY MANHOLE 6/06.2 C.0-.1 UD SLAB UNDERDRAIN 2/06.2 20 0 20 40 NL1.. SHEET NOTES iif. d 4 \� �,-� �. -t� '� `9� -'�I I _X . -: x ' /, 1. SEE SHEET C4.0 FOR ADDITIONAL SHEET NOTES AND LEGEND INFORMATION 1 I • Irim ) -;-°'1)\ jfl5 . -I a - W Ellf '�I 1 ( •; / 1 l i ; ii 1 1 , t J /'• ~~ 1a& 74140 \`\ ¢ \ \,2\1\� \ I I I APPLICABLE 1 o I - 5- \ I I I 5. SEE SHEET C2.0 FOR HORIZONTAL CONTROL DATA. L 11 __ .. 4 / I �i ' I 1 ; ® 0 ��/ , 2�0 / / 6. CONSTRUCT INTERIOR FOUNDATION DRAINS PER DETAIL 10/C6.1 IL J I 1I I I � � ♦ v , i. 1 Ln _ I • r / �' ® / imi • ♦/ l �!1' // / 11 \/ \/\78\? o'� i ^� /• \ I ♦0 ® --p„,4 /`` *♦♦ i , // i i. — AL \ x ! — / ,\ r 1 : .: I Si d.41♦ / co -71:1 140 :‹00/71 / �� I ,� , ;v v ��.� v �:`. ro od(c) ��♦♦ / Q. • ��'s _ �► i �� v ea B io a 1 i i ,l _ . ! / t hex �,�♦ /�� ." NA. 704.• iiil �� / �►®♦ — — I I a f, , i _, . 18 LF 4 PERF. 5D I \ , cu, w � f � L___- o 9 ♦ �...„, Dull Olson Weekes - IBI Group f I /' 1 - / 7'r ,` , OVA A F414. ♦ ��a �'` L \ \ S=0.00% \ \ 'I��♦ .. ,, % , / ( // \ �. Architects, Inc. P I • t...,7,4 '41404 I I 6' I iiiit / ' \\ I / S 1 . I / . I 1 ' ' 4:/ - i ' / i . tp .f. _ .. / .. x o I / 1�♦ Ij� / 907 SW Stark Street Portland OR 97205 USA vazi f /1 1 I 1 1 f/ / , ��♦•� // I At. \ \ �. !/ / tel 503 226 6950 fax 503 273 9192 I / liv. \ / www.dowa-ibi rou .com www.ibi rou .com f / � /, � 0 5 9 P 9 P ' "" 0 . ,A4 , 0,,,,, , ._..._ . , . , , , ,0 m 1 , , , , i i , / * . - 44p, - . ____ --- / ---- . __ , , r— — -'- • -- '.--1 , --- - MN ---- A .0 144I / 4:/ / / , / 1f l // _. �. - roc?.4- 44. �/oo i / \ ` tie/ / /* 41 4/ , \ Ep PROF 02/07/19 Gobi asr icv_ .. fir,* * wig— , t_ I i -, -- :-'ji I i .' i : i i. 1 : i / h •♦ /p , / Iq/41 1 / O ♦ \ \5��,� 1 N fs`r�0 I 1 / / ♦��♦1 �� ' / :/• - I �` 79701PE l fillri1 j — I r, I i I .♦ 1/ / 1 ` \\ At♦ / Kiev DIGITALLY SIGNE[}--LI I i I / ! I . 1 / / �;�� • \ : ,�► ♦♦ / oQ \" ,o ✓°ORfo,O°° p _ j )y,, �±_ . cpsk f 7.-, . ! ___ , / 1 1/ , /''` kiA t**/* / / �,``.. ,. \ ♦��r�♦♦♦PlAllp / / !Z,..•- ., \ �,• MARK 2 ♦♦ / :.. .' ... EXPIRATION!)ATE: 12/31/19 / ' ..• L . . 1 , , . _ _.._ _i , . . .„:„... ,.,„ Iii•-. ‘ -g - • / W.14, 4 lit 4*. % ' ., ' *... ..t / 3 . ---..,.. oi. ' i . ' . . , ..' / E ,, _._ , ,,,, ,„,1 . ,, _,,,„,. , 4111r,q%%, • --- ktrolor, • i i . - . / *4kt • A i p.* ior 41/1:11/4. 1 t:"....----. — — -- r l ! III► ♦ 1 `�iI �, Alpr , 7.„,„;,...,,, / \ / . .y „ , . ,,/ ' _, , , . ., . . . ::,, , 7*, lipP tlt ,,‘ . , . . ._ , . ../ i ! ., / . i _.. /,4.,,,- lite tspqr . • i . / , . 4-) • --- ...- , ** , flw .. ,., , . . ; • .. . _-- () / , _ , , , ■ / / 0 , .�♦. / , .- ♦�j!1**/ TW ` ,_ ,. p1.**,,„,,,..,, 41 / •♦ \ Q�cv L/ / [2 / Ai - ** ♦ - 34 LF - 4 PERF. SD y r .,"® ♦.♦ 4 \ i / 1 ! '♦r�i��. 5=0.007 4.1 ®/,��., �" ^� 1 / i ,,, o - H /(� / i SD INT COTG 14 , _i__/ .. 1 lip �w*d�r► IE 4 oUT=285.00 (Nw) Apil ////:// .1 / ../ / /• //://, / / l #� !►� 0®/0♦�� 4F � p / 37 LF - 4 PERF. SD \ iir ZZ� /, //, 0 = I 1 / / / / / •` _ .,Ik 04., ist 41, 4,,1� / S=0.00% _CnCn - I I .+� # . . /AF \ 4 / S ID NT COTG-13 4r. �� \ l /// / /, S"^ -- 1 1 / G o ♦ S`. lE 4" OUT=274.00 (NE) i4 '+ 0 / /// / •/ r _ Tao l 1 / l / ��, o /4► �`�*,4* /♦�4 SD INT COTG-15 `. .r�V�♦♦ / a� / ( ////// / - — I 1 I / �"' ��f �Ci+;��IwI IE 4" our=274.00 (SW) �� / / // 1 //i//i/////// 0 T ' w �/�ii'l 16 LF - 4" PERF. SD ` 22 LF - 4" PERF. 5D At.44,4* / / �� // / //////// ----4,,,,,fi ---w S=2.26% , / / 4 0 r 1 ( t ii / ♦%�y 27 LF - 4'SD ��/ �4% ` r ///// ce/i / _�_ 1 1 - • t y �!• s=a.oa� �./ `:� 4re./��/o �i / / / / // / Nj I `( /OVA/ 4#� •yam 14 LF - 4"SD ,. o / */ /,',/,',1,'/./..„/. // , 'r//////// // V C\I . I I I 1 / ct//1 i'14 S=0.007 ♦�. 1' / //„//7/04j / 0 Alti j I 11 1 • ' ®/ / ,./vi: •�14V 13 LF 4 SD `��.,� ♦♦� / ► o / // , I V O o •. .-; I , 1 -., Cs� �/ *** S=0.00% • P4 .'4. / / / 4 �/ ` /' / 8/ / jrR. r 10 . / q ItAl �.� $146 `./�O�`0� ;�� / . �' �, i, /-, l/- ` 1 , Q7TETR.LVtT ♦� I 1 X r” ,i/ o 1 ` ,♦, ♦ , O , , ., -' /' r ////////, / / CO1 , ~ f ry /11;4? SD STRC-350 " SD INT COTG-26/ ` `,; ' /♦ ` ` i // / /j/ 1 ;r I, I N2. / / t //IE 4 OUT=277.00 (SW) IE 4 OUT-277.00 (NE) `/ \ ` ft/Vitt © /1 /; -/j -,�.'> / / Q o ti ******441 ��r 27 LF - 4" PERF. SD ■ i I AP: / t' Pi„,.... , / . / ;'' // /•/ ':•/ / / O O ' [ i kitp . / : il .X, 4 / \ ' 1 \\. ' ....... I atabiohi / i ♦ 5=0.00% ` , \ ■� // /, ► / ; , �. // .Y �' ..//'''''//:4.1k/ / ti �fi 1 c w - f` �ri@ �� v .4001. o ma' r. 1iW. - .�/ / ani Ifri ;iifj / / / '\. ,, 1 a,�a�� / ryxI* , r a f / '�� I/ i; / Ln O O, /ilk t / I-1 / , / i .., : , . ir . 41" / �.� . 1 4444§0.0t Y /, / i , / • 1 ------, ``♦ / o �'rF • • ` l • DSTcz" ii Z1)- 54? 1111'ilip . / / l� P��y/ i'�l'� / - / v `� l ✓ I �'- I 0 , , I I A��►�_ ,.� - iCFS g � �� / / � I 1 . // / / I ,/ /l 44 � ; ill l - - i �,,.., Fyyyy- 8 ii -- 1 / r - rn � ,�' / / UDS \'A/ \ 20 Lf— 4"SD / 1 ` / / ///// �/. I+ I` �`' ■1 `\ 1 �0�� SRF ' 5=0.00% / 1 ` ,,`/ / , / 1 //////// 1 I' — er ,, // / //////_/:///://// __Lic_,,, - 8 1 a 46: 0 N if- 1 si ' , / 401r.,,_ .4%. �, `�, I u7 .� /illi `�QOM\� S.O y =.�`�r / ? \\ / / j / / 1 1�1 /I.,l I 17ffa. ,i; ., Suite 2500 �'� �■ �' • / \ / _ r►rT / ♦ __, / / / 1 11'x,,fir„:�/ f I 97204 /(/;/ / 4 7 fPT 4 7.3251 ,, , 1 � � ' " i!, ,,,,... ! /\ F / f • 7 \ \ /��4#4 �� / ♦lt r_ // °\ ,. I� ` �/ �/ •/� //�l/l 1 comi• 3I At, -.� \ !� hi it \ / / I �� 1 1 \ /() ;+♦ // 20 LF - 4 SD /�� .��; ♦ -C� \ o�N //// / // \ 1 —Ca / _ ' .►i♦ Ai ` .� •� 5=0.00% �� ' / [ /. \ / / % /! 1 \ \ .�`p j-- QZc \ l� rpt \ \.., �r:�I �' ♦ \ _ -- — -- - - - ////// - ��p �• �� 4 +i®� — ��/ 17 LF - 4"SD •�it • a \ .., ./://<"/ „4.,,, ,,,,... \ �///:////, / I _ - 1 2�� _ - 5=0.00% - __.x114 ��♦ + \ - - . - / —7 50-00 - I \ 80 _ �- - - - - - - - / - cv :� • // // i 1 N ` �. "� — L. / / • •of - imm 1Nom . I. ` I 111 I I I Ill 111 I I I I I I I I I I l t ( r �#- - witrolo ` 4. -LI- o i� , [WI �A._7_ nimm � [�.a't - [w [wl w] [w] [w] [ [ ] 7 — ii* — s. 1.� „ ilk:21-:* .. `l - _ _ +.uk •U: 1 1 - �r u� _ - .�. ... •._• mac_ _ _\\' a _y ---; -7- E `r` s!.�_ r _ f ` �� + - - . /r' ii ! ! y • , , _ i Ls ss". <- _- els' _.823S_____------- $ SS "ss ' _ \ 8'"ss s's �� 8„S g„� key I a n •-' 1 I/ I + :/..;11Eir / / IiiR % 78, \ r6'� ��' O'er 111111kN.Q \ I I „\ n ;v oo� i u 6�J _ ry�o - - - \ '-"�'c� ��,; _ _ _ 2 �_-- _ phase BID & PERMIT sa �\ 1 ' I ( ® I �' �, L /'pi [so] 1 ISI�] , A `-�I „a [�nfl ..--- 3 [5a� 3 3” _ /. , ... ,,.. , 1 d / / / '� � / / nn�i nen - \ - -I-- date FEBRUARY a, 2019 Q revisions I o I 0 co co I r Iz U I 1- 1 C o project # 16055 r STORM PLAN _ 5 U cn X cop csi 0- (NI—I � VSCALE 1 [NCH = 30 FEET C 4 ■ 6 r J O c.,,,, A— ,,,,....1 co J 30 0 30 60 CV LL • ,y , ..._...„ -. p ,NI x '� w ,_5 41 1 „ill, .J 1 1/ r =MI .10 w T --�^-w T Tho �� I ^• 1 I I TRFD FO FO FO \ FO • F ' 8"55 I (1111111.11" n d LI y tiF..... { 8'SS— IN a ` Id/ — — aua L W L�� W W W W •,, c. I C5 • 4 1 „„ _ , , v 1 \ 7 PI H VA 1 1 1 j A 1 . / L '`• ,ii \ (1 Ng 1 -............ .. ._...______.. . �. --- --- ________ ...... I L _..... 1�� - (��` - 10+00 \ 11+00 12+00 rI \ *00 1 �— ! / i i i i i ' - - , — (-1-1:- _- ) BI1 71 lit 411*, _ Tar \ ---'"---..„,,,..„,_...L.j.7), , I I ea I B I I., .. ••\,_ , i _ —a` - • 7 , .4,,,,„. 0 _.....„._ .. , , , Li-- I, 7 , „, - 7 _ -....... ... _„„, ..._ -,,,, ,....... ___ . 1 ! ...,„, 1:• ovid"Pir .1 I I ...._ 1 1 , il ,, ..., . ,, „,,, - iii IV all iii!: _ if / ,� ♦♦♦♦ 00 NO CME ' ,-----.. Dull Olson Weekes - IBI Group / ♦ SCOPE IN THIS Architects, Inc_ C)Ci= - -1 0 hyo l��•� 1��• // .`�• ♦��♦♦i4 PACKAGE \ �. 1..... I 13 W - - -- tit,/// ��ay - ♦♦ _ , ,,,f,71 \ ► ►rt4- ---\\\\\\ _.. . _ .:� •�♦� ` \ \ ` ♦•♦♦�♦. \ , /py1 I 907 SW Stark Street Portland OR 97205 USA �. \ ♦ I = tel 503 226 6950 fax 503 273 9192 .� o _' ` ` ♦ \ \ \ ♦♦♦♦♦ �6'x * O www.dowa ibigroup.com www.ibigroup.com +T in_- I �r ♦l11� / ♦♦ oo f If 1 1 ♦ ♦4 = 1eir1 X11 / ♦Acl) \' cv .•' - in_ a Oil **JP: ). C if 1 c ,,. -- -J1 : _ • 1 ..._... .. 4-. �� / . 111-' II I440L-- '7 02/07/19 , 4J ''''''''', ,...„____. • `— _ ,��► / /4,•40:1414:411y Air �7 C'''' �I � 79701 PE l • / / ` ♦♦ 4 DIGITALLY SIGNED ��•� / / tvril \ .... i.`i, 1♦♦♦ / oo OREGON +- I 1� / / / 401,1:4,........`` \ \ 441.I* /• fix /\ .o '°Ir t °°, yp l i T ��.• /I/ // ��.,`'` .1.� /// 7 ' EXPIRATION DATE: 1Z//'J!/]rJ f // \ o 1-1 SW PEMBROOK _ _ ♦�� l� , _ .: • /i,. : ----I, , { STREET i _._ .I... _ � . .. _ "',111��r�- / / � � if p� -VIV- f' . . . . . . . .101& `. \ w.:-iP ar,I / c 5 2 - , • C5 5 N —, ,,'- = 444•♦47 TW9rLITY MIDDLE SCHOOL ��*� ♦j♦1 1 `°I J I • th _X141/; 1��4\ 4 4 , /oo e N d' t4;;f1::::.4,144;4..... ` 44 410„ . IC71/ TR N --- , ...... a, c) -.... liLi%/. , _ .:. _, "of, / , . iplit F 1 \ . 0 , A ..-- 1 1 0 .. ''... / / .** ., ../ ,...” _ .4411t1". 44:4 •••• \\- I • �,r /10.„ 4 �J4will \ ♦ a Co PIMI.., , , . ,,• y��y �\ ♦�♦ / moo, ►?I — V jc.,_ LI I ■ I ../ .win / J.F, > / 41144111/W4i ♦�♦ \ ' � -Shoi- C! E • Wi .7 ,G .*:mit / tip. wiP 417 4.14` � / & .„, 4._ .7t. (714 NO CIVIL■ '1 / 1 11♦♦11♦ i♦1 0 , D ■ r44 IIS 1 1♦ � , / , ► -YY� �* ,. / �I ♦ ♦ ♦ ♦ r� SCOPE IN THIS :?'.1.°P;#111r:i3r:` 0 [ J . : . - a I ,..,... : I tile" 4" .... cz..• r ci-/0 , . 1/ i i pt �1♦11♦11♦ 0 1►♦1♦ / Vii' ° • . Q ■ o/ 11 ovo- ' '-'-.) > I 0 ,��j -moi 1. AT 11a �� . /� PACKAGE Aim,r . 441* g f. y 4 CO ......,!:•-pi TELVLI, • < *4.0* Ave 1160. ti + Vilki*4 0 of 414 A 4 0 OD i 4 AbiL,,Z, i �411( CV / iti,,,A, W.Wtif.*,/ 4* / 1 --------.....N\ � � ;CO � O t• it.4. / /1 \ I o--+ 41, +.,..- , 1 • .. - (ktfi hi Mb. / W * AOP; ---.. ham /4:-...,0,-,4_.Alir).'4.1% - BO '''.higi614014 ‘16:141p )6 - . • if / m-___-----1 . -., _ .04,J. 1 CD . a 4- c. ri . . I .....,, — I. +/ - ----= I ...4) • cll. 1(.1' ■ _3 ii .cw _CD e -•'-- .. _ , N.. /710,1, s... -... 1 0 . ,,,,,i ......... , ......m. < C;) r- / i \ J I" , ..... ......_ ...._ cc.;):3/ ,..... moo* •-„, / ....** ./. 0/ /. cr) 41 ,14, :„..;;;'' ''' .,„ \ 1 1 XO '� ��As' IIP� � ` aé %&T/ �4� II \ o / - / I p M M _ ..: /' • ibmpmm \ / to O O __,J, 1 I ‘ImIP>I1 F. 0")--. C17 . _ _ ,,./ 50+00 .— �� I r cel . ./ 5111! MU RDOCK. ss --- — -' �� `� / ! -- -11�; ` I"i Ip I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I 1 I -1 `t-� --_ , o \ I / -. _ - - 1 r M� STREET .. 1� . .. .. W�k� [Wl [wl [Wl [Wl [ � QIP kt i-� _ , • Cir 11!4-11 I, _ - _ - - - - _ .� r _ _ rr EV Y) O U] �b1 E C nHl3 QFEU OFItJ OKI) — e. v �r -_ �_-F lqjff ' ---4a-- i 7.1.--- --.4.i _ -- ..sr. it 5 : ssimm v�. =muss ' `.�� i � 55 ° 8"55min 8"SS 8"SS101=1 iiMM MI, \<I"'41 : ' '''-.3dg.q & .-.-, — I .---...----. N. ..... ,,,,a,---------t— ______N GI I \ I I I I - - ee R 7 7 J J \ / • - y �/ ;�`' 11 111 SW Fifth Ave., Suite 2500 `� \. [Wl - [ 1 R°,, ` --. I�.0 tiF Portland OR 97204 1 / . t e)I/ II [ Ro 1 / h 1 O: 503227.3251 1111 mac.-n.„" \��,,,, �.„ \� \C�\\� � \\\\\\\\��\\\\\\\\\\\`\\\ Aa /...'/ C5 • 3 J t F: 503.274.4681 \\ I fj 1 — H I �Q1 www.kpffi corn GL h J ��Z �� I • I c\ I �� cb • \ \1// • : i I -\ / I I C . . . i . /. . . . . . . . ._ . . . . .,F. ' \ dl,e\ 6\.'" I I I III e‘_„,‘ � O \ y �'t [W] l [Wl I it : ICV _ lir _•. - � �� ♦ Z - ,, Mi ; r NO WORK 1N / RO t V I____L L - IN THIS AREA 3UlLDING / (`` -h\\"\\""\\ \ %N....%4%.""%.. '/..) 7 i____ji:1_<, \ L< ‘\:\N„,,,, _N _ ,........_ I ( l ', `'• / Hi 11.1i�1t� i i i ' key plan • 1111.11111111 'N.'S. .......................... Nic..,,,j...GL....._..._._... ._,____._______:GJ 1 451 phase BID & PERMIT lim 1;"--.'1-11-1L) HO � '� r# ,�, , ��• \ ; - - date FEBRUARY 8, 2019 , ..4:41. �` 1 . y . +� revisions o , I - O t -. ``,[�l I [Wl WI p 4N - 11 , SHEET NOTES ", �. .� FP FP `o ////' 4 \ S 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL \ ❑ 7 f'/ \ �. "` • . 0 ` BE CONSTRUCTED PER DETAIL 13/C6.1. N o I I `• QEE I OI" `\ I ❑ I ) L 14 CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION AND \ a U I I1 l v°°ICY i� `-,\1 ' I I / 4 2w. 1 I / • o0 INVERT ELEVATION AT PLUMBING POINT OF CONNECTIONS PRIOR _ TO CONSTRUCTION. PROVIDE TRANSITION FITTINGS AS REQUIRED. I __. "/l ;�� --..; �- . I I o�` °' 1 /.0. Q 3. PROVIDE SOLID LOCKING LIDS ON ALL MANHOLE STRUCTURES I I 9 z ;,_,. --- _ '�s/cm..p�yp��i. : �® , ,• �►:.- ,_�� \* project # 16055 RM UTILITY IMPROVEMENTS SHOWN SCREENED I _ ! P - - f °TETHERHALL 4. PROPOSED STD - _ _ ..._ „�,, .0111111114*�. CN FOR COORDINATION. II "' "" 1\ - I .� r�` I UTILITY PLAN - OVERALL coi) O \1 • OTE fY.ER9AiL } � 5. APPROXIMATE GAS LINE ALIGNMENT SHOWN FOR -...," I , �� I ♦ ♦,•`'.. _ 1 I.m. f 1 �` `~ CL6 COORDINATION WITH OTHER PROPOSED IMPROVEMENTS. I �s. ; y r °TET"FPA"`., ,, -1:..^.F) ti.- CONTRACTOR SHALL CONTACT NW NATURAL TO ! I_ Trf___ �xo ,.�♦� iii N SCHEDULE INSTA LLATION OF GAS SERVICE AND METER BY I I _ '^�' ;, dt SCALE 1 INCH = 40 FEET .___ I MIS 1 C5 . 0 oU NW NATURAL CONSTRUCTION CREWS. �� 0121.:_... � / \ CZ, ---1� TEMPLETON ELEMENTARY SCHOOL -- CNA t j,j L i —,ii i _- 40 0 40 80 CD J \! N LL I � _ -- - - ' / \ 4� ` I I \l' - 10 w / 1 r — — — I - - — — — — — — — — 1 rims) ----..w."44) n \..... \ -\ 1. 1 1 W �� T T T 27;---,,„, T T • T j.... ..... TR xa .,7----.."-:575'3's y r • r 0- l _ I p �� f . I #- xa \ I SS FO Fp FO FO FO FO FO IP • FO FO t o 111 injI I f° ° —4"SS \©� 8 S5 fOW 12"SD 1z � 8"55 vl I � { I 8"SS • 8,.55 de Z1\. 1 -- \ I L _...., 1+ I — $ISS g,SS /� ks ' S ti } DSC w w w w w w w w w w w w p paq o C \ I / '11lik 1 . ' 4,01 \IIIA 1 i Fri-n- 1 1,Jle , -- — _ ..MM. . ille . . Il 11/1/ l'',\,1 — ill (Au ilk , ill al i,101 IL 0 411P I \ ,i \I...WWII' P-, ea I I B I *** _i 0 , _ _____ _,_ . t EL._ , , ..... -_ , . I I i 1 1 f d `I.. . . . -,_ ** 1. H _\ _�\_` � �- �. - - - � \ Dull Olson Weekes - IBI Group \ '` �, I ♦ _ Architects, Inc. 10+00N 11+00 12+00 ` \\ \ \ \ yG �- \ � -� 907 SW Stark Street Portland OR 97205 USA ' — I — — I — — I _.._ — —1 — — +� tel 503 226 6950 fax 503 273 9192 WI N. www.dowa-ibigroup.com www.ibigroup.com *k. "N. N! N i • °yG co /3 ,00 N Ns \ �\ ' , � I MIIIMMINEIMIMIllin N \ \- - t me Ilit I - -�� N alla _ I � � \� X r _ 1 I J L I / p ; , �� f 1 ¢ QQ /- - -% i' if I F 02/07/19 I co ..__ .: r / ♦ ��♦ . • 0" =may 0 �, ��FDPRO F- ' ♦ ♦ 79701 PE I • / ♦ DIGITALLY SIGNED q ♦ \ N 4.- '4:-.-....-.1% ♦ �� OREGON I I ♦ jUi. za�� ♦ LL � • 0 S I I ♦ / •♦ / MA RIC i f`S i ♦ /` ♦ `� ti G - -. // ♦ \ EXPIRATION DATE: 12/31/'19 Lu / ♦ / •` *♦ rS • o ♦ / V.., ♦ xQ Ici I I // -....47 . r,,''' i _ 1 "-------- 7...---,.....„. .. ... at* P.-.... dir • ....44/p 40 IIIPP ** k i `.... \ rn CL , . •,.. 0 w , 44,r. -------,....„,„.. i . .. . ... z � **4 _. ♦ &IIf* **,* ,/ .. .. .... ** .... ♦m ♦c � , < • M •• •-- ♦� ` ** MA 11 .. /fir / .. del I I W .� / �. ♦ ."'fl,� 4111* A-4 „ iyAkiral ,"moi �/ ` • . � . , . _ , ♦ / / �� .... .. ....N . ihi,„ U) 1 0= 0 a ‘ �` J ♦ / / 19, ♦ / * ...... 0 ,...., 0 ♦ *• lif ,ilrir ♦ .„-- , _ 3 /i - c) *,....,,,WfMr / ** 0 ° cri- 1 - i / ops ,/ , *, , c,..) 0 , 7 .\ / /* cn }r 0 _ \,,c ,1/4... PO**i 0, Cla CY) o,,,, - / / /1" V co 1 / Mt , 14r440 / - ♦7. ' / - ,,,,, : . Akip*W / / �. / ♦ 3- ,4, o ti 1 Bo / / ; 41\,141 • • Altilik. //&*# / 4711r--4-4 i / --- .04b, / * ,? ... iitw*O f• i 4.\-. ***: 11 / / %Ni --.. -w ..... / w***** .... * / / CU 3 I , • / / **A\ ... / M 1— ..c c) ' f- �� / soo' • / / S STUB-3 ,6" ,` / tb** / ik _r / . •tif / / IE 6'°=268.58 © ,,` / ` ♦ 1- F-- �. -� ., J t* // / 406.Aitir 4111111444 SS X55 ��S�i I __0_ LMEEJ -m- •♦ / ,„ ‘,.: •\ / / / ,, ,9 1 _ I /Pk* / / ,• . , _ ,,4, lq:iffi I -swim .J. 4- _ d_ .. . . . _ - - I` 1If. MATCHLINE SEE SHEET C5.Z .. .7,37 . . .... . . ....,„,„.„417 °, __I-- / .II� - / / lit 111 SW Fifth Ave., Suite 2500 o �� / , ` **All; ♦ Portland, OR 97204 N • ♦♦12"rb�� I • /! A // // `` _ ♦ / ♦ // �: 503.274.46$1 - -r 1 www.kpfF.com : Ki",-/ -44#31E1 UTILITY LABEL LEGEND © UTILITY KEY NOTES 0 KEY NOTES SHEET NOTES �: AIF- STRUCTURE LABEL NOTE DESCRIPTION NOTE DESCRIPTION 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTE ANDP-, ea ,1 . , Kfes, DI INFORMATION. r UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY ` T - SEWER, W-WATER, FP-FIRE PROTECTION) FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS 1 CONSTRUCT SEWER MANHOLE. SEE DETAIL 5/C6.1 _ S STRUCTURE TABLE NOTED. SEE PLUMBING PLANS FOR CONTINUATION. 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. RI. • I STRUCTURE TYPE CALLOUT CONNECT TO GAS METER. CONTRACTOR TOir 2 CONNECT TO EXISTING SEWER MANHOLE ' � 1 �—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 1 a n REFERNCE OFFSET XX XX-XX STRUCTURE ID ALIGNMENT STATION N=XXXX.XX PLANS FOR CONTINUATION. AND AREAS OF WORK. LOCATION (WHERE APPLICABLE) S CONNECT TO WASTE LINE. SEE PLUMBING PLANS 4 GREASE INTERCEPTOR SEE PLUMBING PLANS E=XXXX.XX FOR CONTINUATION. SIZE AND INVERT AS NOTED. 5 INSTALL FIRE DEPARTMENT CONNECTION. SEE phase BID & PERMIT � STUB-3 ROAD A 18+05.21 RT 143.74' RIM= 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS 1E 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. C 1E OUT = XX.X W PLANS FOR CONTINUATION. SIZE AS NOTED. 6 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND PIPE LABEL UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, VAULT FOR IRRIGATION. SEE DETAIL 2/C6.3 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. N U.N.O. date FEBRUARY 8, 2019 UTILITY LENGTH 7 ADJUST STRUCTURE TO FINISHED GRADE o XX- UTILITY SIZE o revisions I to ip UTILITY LEGEND F XXLF XX UTILITY TYPE O S=X.XX% - SLOPE (WHERE APPLICABLE) STORM LINE I Ei -, ,_ SEWER LINE QSTRUCTURE TYPE 0 ilt - •MI= rrrrr - FOUNDATION DRAIN CIS CALLOUT DESCRIPTION DETAIL REF. COTG CLEANOUT TO GRADE 3/C6.1 - - ELECTRICAL CONDUIT I >I- FDC FIRE DEPARTMENT CONNECTION 11/C6.1 I FH FIRE HYDRANT GM GAS METER project # 16055 I- GV GATE VALVE 9/C6.1 rn MH MANHOLE 5/C6.1 M c, TB THRUST BLOCK 14/c6.1 UTILITY PLAN c) HB HORIZONTAL BEND co LO r 71-O C'7 CV Oo_ .0 ifi (-----4 SCALE 1 ]NCH = 20 FEET C 5 • 1 cJ ,2 20 0 20 40 NLI- - .-•-----._..._- - . . _ -. / ---- /b._* I Y)-- SS X55 � 5 , � � _ //0 �� r •y / / v�� ♦ \ _•,. = I %- . L. . - .1.... - - - - - - - ic j - - - - 1. �� /W4,,,,. / MATCHLINE SEE SHEET C5, , .1 �j* , �� ♦♦ \ I Av / / - 41. W / . ,,_. 4„,__ - it. , _ ... ... -,.. • CF S COTG-4 � .4.4r/L-/ b." ; m- . . (73`/ bilt2W / / 4, , s. ~ 8,, ii // ilpripiii._ ... ---0.44. S I . / W. / 41) r , L / ♦ 1* / �-, CF /4:1141 #4y 8 ♦♦ LJ ♦ 4 TW TTY MIDDLE SCHOOL *W** *,' ¢o,, . wt. ' - g ***// t s MH-4 0 _�� ,�*.*/* / y Py. x RIM-274.01 / ,+��.� ~ • •W ..� IE 8" IN=267.98 (NW) _ - • V/***********4- �� ••• ` ` ♦ �� IE 8 OUT-267.78 (SW) + \ ♦♦ , ea I B I �, ��,.o , r ' / **4)**4*,4 . ul *1/I', 1 * ‘/**41***** %. %.., / / ",. 410111p .• *4 I / / arir / Dull Olson Weekes IBI Group N � • - �``� `• / Architects, Inc. I G /7, r. " , #**41/4PW4PW*♦ � ♦ 0 y • • , I ,. X *4-Br 4♦� "� .At �♦ . /r♦ ♦ 907 SW Stark Street Portland OR 97205 USA TRO co I �� 4' 4p4 .**4 . . / / . ♦ 1 ,-••♦ / te[ 503 226 6950 fax 503 273 9192�,► •4 y �4 , � • ` / ♦♦ / tat 503wwvv.dwa-ibigroup.com fax 50 igr73 91 2 ifidillr / /, 4 : . 4,0 , '') . _ 4-- - ,: 0 _,,,,, .1 --- " /**1. • 7 * ..,_ . ,„ ' „ . . s /1/2 / *m . , , 44 tr4f rm ` '4'. •-i• ikof .-, ._, , ,,4 ,Q _., _._ _._, ' , ** , 4 / *. //...°:co . , .i .....,,,.. ,. i - ,{ . . 44 ***1 / ` `` ♦N 67 / ��Ep PROFFS 02/07/19 �� _ I� ; `�� /`j�'. • / • `` //p Boa ♦, C � ,GINE-4, 4 4,4 , _ , . ,w tg - A e 441 - , ,y ♦ .♦ , 111* : � ♦, 79701 Pl= 1411* ♦ / ♦ `*** II ♦ ,.._,..,-..:-._ DIGITALLY SIGNED : 4***#*/*/*/ / I OREGON - : 4,„ k , '1 tt -4** .41, 4*. 1****** . • *w ' MARK D So m +- / / R *lb 4*♦ �� EXPIRATION DATE: 0/9!;/19 I .._ r 41 V --: ,.. off , At,"*,* •.•....4, Ailtiff4 .tr TRO c �� X; 1 I ° # VI 1 ♦ 4&4' ii � 'TELVLT, .� r `�� icy � %AO 7 2 CF ♦ / ffill* _ �. / _- *A 8 LF - 6''S S s 4 s 1 r11PAI-4 =ry °° !` 4 LF - 6"S • 4 S=4.36% •36g• ��IIS=33.94% ®�/ • �i � �1° yo S STUB-2 S"STUB-4 •\ �� -• / 411,71. ' I I ;1 e ♦ NGAS GM-1 W IE 6 =280.00 IE 6"=272.25 W • . I �/ ►♦*4 3" O41/ W STUB-1 1 'i' I / ♦• nO0 :. • \ 41) Icv50 LF-3 GAS / • I •1 ory / S MH-3 1 . I �: • o FP STUB-1 - I RIM=275.50 O /../. a I Q i, , ^ry` ,/ 6" `� 1 IE 8" IN=267.13 (NE) 4111%0 I, P_APA...-- �I ` , oIE 6" IN=267.60 (NW) . \ / [ / ,� • f/ . ♦ a o IE 8 OUT=266.99 (S) 0 • -- / * . L____ I RI / Ir !� I ,moi I \ � ♦ `•` ,�5 LF - 6"S - VW/Ort //ill* kb v 0 � 24 LF-4 Wim ` \ _ o I \ abib S-33.94% , 18 LF 6"S \ • 4 11/lif �� o _ I w� • •♦ y, �/ / S=3.50% .• ;osT\ _ • 32 LF-4"W / . � •• \ " • `° ''- W DCVA-01(IRR) -11111111 // / S STUB-1 - o MEL 41 LF-6"FP�./ qis#/ ,/ W IE 6"= $220 • /-1 1 r ` �° �� , • • , > / 1• / O �o a GV _ - 2ii- G _ - G! / •♦ ho �° `' �. �` • \` / / 1 . \ 0 = N 0 ---oma- G G 1-I-- o . ^�• / �� • • / 0 ° / // A r f- /17) , 4 LF-2"W ^-) • �, FP FH-1 3 0 04 4 LF-2"W ♦ // • ` \\` / ��/ //' ` � : � / \ C., O I :,[ I ,,. •, y FP FDC-1 5 • • • / `` . • icv IIIuo ♦ --as I - - 1.1 ili' I 1 S MH-1 •• \ • �, / y / 2 O RIM=285.73 ��\• / ' / / // I \\ / + I SEX-MH-2 2 1 )] IE 6 IN=277.51 (NE) �i�� \ • / //// ♦ R ``� / p RIM=270.76 •� " .� \ / �► VrP y • •a� ', RIM 270.76 rcv Q D Iti . IE 6 OUT=277.31 (SE} `� /1p •• • ♦ / �, I �: / . � CONNECT TO EXISTING \ o I- = o d- il� :<ii; i 1 ,--: \. ♦ �/ S�3 6' ♦ \� \ SWA4, tiG y � •• y 1 IE 8 IN-265.96 (W) \ ti p / / Spy S ♦ • I0 IE IN=265.96 (N) >1 -0 a� r rt- �� 1 • • •� / IE IN-266.56 (SW) ' �` -\-- `� 50-00 .�/ 1 ♦• \• // 0 • **/ **W o~ EX IE OUT=265.76 E » • ---- / ♦ w S MH 2 CI 0) LO v=on Q 49 LF--4 FP - I - CU mom _ _. ... ,�. -- - - - -- - - - - - - -- - • RIM=273.27 4 - • y ,,, 5 - c W ~�•-141 LF - 61i 7 • 4 / IE 6" IN=266.70 (NW) *� - 3=3.50% / , r - 71 S MH--5 J o I,` �/J 15 STRC-460 ;♦ IE 8„ IN=266.31 (N) p ti� (II) IE 8 OUT=266.21 (E) •f. W -�', • �� - -I "u I (1) RIM=279.72 RIM=275.00- '1 „ .,� �• =vL �ru IE 6" IN=273.47 (NW) t IE 6" IN=268.33 (W) I w. -.,,� H7 Wl [ 1 [ 1 [W] » (E)N] iwl [Wl [vel [Wl n [Wl �. / 1• '~` d-, 4,•„. 'r �� l<Pff „�� iw1 [W1 [w] [wl �t w w IE 6 OUT=273.27 (E) IE 6 OU T=26$.13 (SE)= i gth. o -.,_ _�. ! o ,I�U ___T___;7_7 .ll [OHU e 1+ ~ OHUOHUOHU -�OHUv OHU OHU �� OHU ^OHUOHUOHU - - OAU • ■'� IHU l 11Zw �]s - X11\ j' ��- '� i 7 ` $"55 �, S 55 f. _f _ ....I �.,. ✓� .-- / - -�' 41 LF_ 6"S� �� / � � 64 LF 8"S _ "' �'a � � VVI � �� \\\'4411,/.? ' 1.01_ �' \ �, o / S-3.50%-- 1�r-) A s ® 5-0.40% /8"55 -� _ I \ 4 o i �` / L_ 111 SW Fifth Ave., Suite 2500 I I I I �� J , c;-4÷ i 5 Portland, OR 97204 *• - - - - - - - - / - - O. 503.227.3251 F; 503.274.4681 \ I I I VIZI' MATCHLINE SEE SHEET C5.3/ MMI _ L: www.kpff com t ] -1i*Iiiiianimi 1 i ..... A ,z, l� UTILITY LABEL LEGEND © UTILITY KEY NOTES 0 KEY NOTES SHEET NOTES „-- � ;19X44/ S STRUCTURE TABLE FP STRUCTURE TABLE ��/�-/lir 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTE AND LEGEND �# /, ,t(f- 4 Q cam, STRUCTURE LABEL NOTE DESCRIPTION NOTE DISCRIPTION /,/:. : ,.�-f_-: c� INFORMATION. �'' REFERNCE OFFSET REFERNCE OFFSET UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY j\° o y _ STRUCTURE ID STRUCTURE ID CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS 1 CONSTRUCT SEWER MANHOLE. SEE DETAIL 5/C6.1 -- -,� .i cro ALIGNMENT STATION ALIGNMENT STATION SEWER, W=WATER, FP=FIRE PROTECTION) FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. / 2. SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES. i 0 STRUCTURE TYPE CALLOUT 2 CONNECT TO EXISTING SEWER MANHOLE (- - `4'0. COTG-4 ROAD A 18+05.18 RT 76.49 FDC-1 ROAD B 50+46.82 LT 22.29 X � CONNECT TO GAS METER. CONTRACTOR TO ��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 key plan 0_ 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. 0 N=XXXX.XX 1LOCATION� (WHERE APPLICABLE) CONNECT TO WASTE LINE. SEE PLUMBING PLANS 4 GREASE INTERCEPTOR SEE PLUMBING PLANS MH-2 ROAD A 21+38.02 LT 3.00' STUB-1 ROAD C 71+96.65 RT 26.55' E=XXXX.XX S CD 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 MH-5 ROAD C 71+25.74 RT 125.56' 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 STUB-2 ROAD C 71+96.74 RT 15.88' PIPE LABEL ll UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, VAULT FOR IRRIGATION. SEE DETAIL 2/C6.3 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. STUB-3 ROAD A 18+05.21 RT 143.74' GAS STRUCTURE TABLE U.N.O. date FEBRUARY 8, 2019 UTILITY LENGTH 7 ADJUST STRUCTURE TO FINISHED GRADE I- STUB-4 ROAD A 19+68.63 RT 91.89' REFERNCE OFFSET UTILITY SIZE revisions N STRUCTURE ID UTILITY LEGEND ALIGNMENT STATION co XXLF - XX" XX --UTILITY- UTILITY TYPE cp GM-1 ROAD B 51+94.99 RT 80.34' S=X.XX% SLOPE (WHERE APPLICABLE) STORM LINE SEWER LINE 6 STRUCTURE TYPE ‘c; -- - - - - FOUNDATION DRAIN W STRUCTURE TABLE CALLOUT DESCRIPTION DETAIL REF. j COTG CLEANOUT TO GRADE 3/C6.1 ELECTRICAL CONDUIT F FDC FIRE DEPARTMENT CONNECTION 11/C6.1 I REFERNCE OFFSET FH FIRE HYDRANT STRUCTURE ID ALIGNMENT STATION GM GAS METER 0 45' HB-01 ROAD B 51+27.96 RT 55.53' GV GATE VALVE 9/C6.1 project # 16055 0_ MH MANHOLE 5/C6.1 DCVA-01(IRR) ROAD B 51+29.55 RT 51.98' TB THRUST BLOCK 14/C6.1 UTILITY PLAN 5 MCS STUB-1 ROAD B 52+02.73 RT 126.06' HB HORIZONTAL BEND 11Z 00 TEE-01 ROAD B 51+23.92 RT 55.72' � - � U SCALE 1 INCH = 20 FEET C5 • 2 75- IIIIIIIIIIII I• co J 20 0 20 40I.. Ntl w w] [w] [ ] , II [1], _.~— �� I `,. :i i ° ° A. ---2-- V _ _ / (7)• v p ri"..11.) n IOHU 5�— O U ..kmI Al t nHU —CT l\ '' /1�� 1 ��:� .�- ° _ _ _ .... _ _ _ �pI — — _ rte- , , t- �� -J -91J1" v 'r J _ — "� '// I \ 4'/ I .,, � - s IE—s'ss s'ss s ss s„M ---FSS— 8'''S ss s�°ss 8"SS $"ss 8"ss s"ss I 1,11z,-74. G°i . !I ! p, s'ss s'Ess 8•ss $"Ss _ a"ss s'ss s ss s'ss� s ss 8 ,s ;C: oo — ,�+r- _ I . N -_J Yi MATCHLINE SEE SHEAT C�.2 Is ° - r / I - a _ , � ..t.. _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ — — - - - .... .�.. _ � _ _ - r .R s MI = MI i = = MI I! — ! .- - • I _ I ` ��— [sp] [SD) [5 1] —- ! -- [�� [3�] n] [SD] l [so]i / L ` [SD] I [SD] ♦ , .,........••• ,/�. RD 3 3 0 0 1 0 r \ / ♦ • i ` / I } HB Ilir 1 4/1 , 1 i / „,.,/ 1 / [w] [141-- tu -- [w� s B �"'] I I \q) / .. . 1 . \\ \ I� ♦ ♦ ♦ . / - I . . . . .. . . .„....„,-- . / Y rrt 1'-1 f °-G—O�°JB JB -- — — - - - - RD - --\ \ j y .1 - /�/ : I. . 1 I \ \\\\\\\\\\\\\\\\\\\\\\'4�,\\\\4 \\ [\\\\\\\\\\ \\\\� \\\\\\\\\\\\\\\\\\\\\\\\.\\\ ARD I - { - I / .,-,eb� `� HBA \ II • / ��► 2 \c;\ 1 �� - - -- J I / / 7/ \ \ I - - �� `G� �7 ,�� \\\ \\ i• - 1` - Ca I B I ,,\- \\\ / .. . / / . I 1 / i .410. \G\ . \ \ . \ / - i - \\ _ _ _ 1 / 1 / �� I —� \ i \\ I Dull Olson Weekes - IBI Group / II/ V \ /''' I \ - / - - Architects, Inc. \\ w \� rtNt. �� w \ ICV `. \ ))— [ l [ ] 1f \ \ o p I + / i CZ = � ,� /r \ N / _ _ 907 SW Stark Street Portland OR 97205 USA \ ' tel 543 226 6950 fax 503 273 9192 U HB / / l `G1 I \ •RD /o� ° \ `• www.dowa-ibigroup.corrt www.ibigroup.com I t6jI , y ,i;;� / PRE—K / DISTRICT BUILDING - �� a A( u ;, r\. . \\\\\\ 1 r/ „,, ci, z U \ I ) / 1/ 41 / �� I ► / t/ ' ` /e'iiv _ - .- — �Ep PRDFF 02/07/19 ; \ / / I / . co GINE q# ..- ; pp \ / H.c; a i4 ° ' A' a'° 1 - I I k 6 a p , co / I / 79701 PEAP r 5 _\ / DIGITALLY SIGNED 1' r a / .• I .� j / / r �,�;.�...;�, o / OREGON � :. I ;' 'w ,` •ARD / / ,/ / „0.4, . 10� Z��O�O at .: , 'O"��a�inti• / V\ \� / = MARK S Al? `� `6. i I \ �� ` / I EXPIRATION DATE: 12/3'1/19 I % .- +1 _ _� I - 'v i \ `� / 041r / s . 4,,,� / ' / a \\ /// 1.IC11� / / �� . `. I HB / / ♦� �i C�►1 — — — — — — — '/ - I I V_ [w] 1. / O -.A.-is �� i AZA► 1 r w] [w] ,// / / p O ---•: `I f iia�s` "+'j!■ ! [ \ [w] 1 \ // f e. ,.ilI \ 1 / I 4 O ,' PD ARD / , 4] [w 1► ] tw] [w] ] ID [w I • J� \\\\ 1 1 i I IV /A 1 1 \ / / 1 FP1 FP FFA .1E.....11-Fp 43 / _ FP FP F74,6 P F co 14. # 1 i 0 C.) --ii 0 / v ,„ / _ _ -o I f N / . � - DEC ICVI _D N* .) ' I CO 0. 9 I :V -CI Icv°o lcv I 1 / 1 /:14e- o 40 / / —. cb13 \ / — • N Pi�i�i�i�i \ IIRp° ��, = 0 I` iit 0 k -oIi111fr$*;$$ 4 i 0 a \ . - -15� wilmilP s.._ • Z/ • `.�� ` O i- 0 TETHERBALL CO I .._...4._ I/-1 _ _ _ ____ _ _ _ _ _ _ \ . •r13 o 8- pie , % 1• 0 TETHERBALL V E -0 / i‘ . \ 0 3 lk, 0 •$,,. .0,,,, 1 gig •0 di •I . 6 ''W a #4( I 1111H Ili CZ Li) -.,Ar JP . CY) LS CC;1;) Cr)CD � ' lam, I It ‘i ' O TETHERBALL �j' - — c� i 1 T . ry RI( ��•% ,,,, - 1 if 4lit ~r I` kpffo ,i • 1 „__„ N to , i I0— -1 I ___= F .",„, / 1<pff — ` 111 SW Fifth Ave., Suite 2500 — --- ° TEMPLETON ELEMENTARY SCHOOL ,----- Portland, OR 97204 : 503.227.3251 . OF: 503,274.4681 1 �;-- I I t ` I www.kD(f.com 1 r r 4 9 Ilk 1K ift, 7, UTILITY LABEL LEGEND © UTILITY KEY NOTES 0 KEY NOTES SHEET NOTES - STRUCTURE LABEL NOTE DESCRIPTION NOTE DESCRIPTION 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTE AND LEGEND PI Cf INFORMATION. �.,� 1 . ,. UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY 1 %1/ -le\•,.%.0 CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS 1 CONSTRUCT SEWER MANHOLE. SEE DETAIL 5/C6.1 - ., ,. . ;,• SEWER, W=WATER, FP=FIRE PROTECTION) FP ;„%:i;, 1,4gr NOTED. SEE PLUMBING PLANS FOR CONTINUATION. 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. � �!.��. �,,!y STRUCTURE TYPE CALLOUT 2 CONNECT TO EXISTING SEWER MANHOLE ,/cif-; j I CONNECT TO GAS METER. CONTRACTOR TO ---= 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 CONTINUA11ON. LOCATION (WHERE APPLICABLE) S CONNECT TO WASTE LINE. SEE PLUMBING PLANS 4 GREASE INTERCEPTOR SEE PLUMBING PLANS AND AREAS OF WORK. X=XXXX.XX 1---- E=XXXX.XX FOR CONTINUATION. SIZE AND INVERT AS NOTED. 5 INSTALL FIRE DEPARTMENT CONNECTION. SEE 4. phase BID & PERMIT ERIN = XX.X - STRUCTURE INFO (WHERE APPLICABLE) CONNECT TO COLD WATER SYSTEM. SEE PLUMBING DETAIL 11/C6.1 4. PROVIDE THRUST TEEBLOCKING FITTINGS PER GR DETAIL ALL HORIZONTAL WATER W L 14/C6.1. 0 IE OUT = XX.X PLANS FOR CONTINUATION. SIZE AS NOTED. 6 INSTALL 2” DOUBLE CHECK VALVE ASSEMBLY AND PIPE LABEL II UUTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, VAULT FOR IRRIGATION. SEE DETAIL 2/C6.3 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE..N.O. date FEBRUARY 8, 2019 04 UTILITY LENGTH 7 ADJUST STRUCTURE TO FINISHED GRADE CO revisions XX"co 1 I UTILITY SIZE UTILITY LEGEND XXLF -- XX - UTILITY TYPE O S=X.XX% - SLOPE (WHERE APPLICABLE) STORM UNE -,-� � SEWER LINE 0 STRUCTURE TYPE � U --- — — — — FOUNDATION DRAIN (I] CALLOUT DESCRIPTION DETAIL REF. COTG CLEANOUT TO GRADE 3/C6.1 -- --- ELECTRICAL CONDUIT esF-•• FDC FIRE DEPARTMENT CONNECTION 11/C6.1 � LI FH FIRE HYDRANT GM GAS METER project # 16055 I- GV GATE VALVE 9/C6.1 N MH MANHOLE 5/C6J co TB THRUST BLOCK 14/C6.1 UTILITY PLAN 0 HB HORIZONTAL BEND 1Z rn, 1.no C5 • 3 `Y'0 SCALE 1 INCH = 20 FEET' oz t l1.11CD- 20 0 20 40 N LL BACK OF WALK BLDG., FACE, OR 2'-10" OBSTRUCTION VARIES - + INSTALL 3/4" x 18" + + 4_ 8' TO 12' DOWEL ANCHOR, TYP. PAVEMENT SECTION EX. AC AREA (__..3 .y * W .a, _ _ _ _ _ Jr 1 N l SAWCUT WHERE 5` IF X > 4' ; s 4'`:' + �, �, -_ 1/2" DENSE GRADED, APPLICABLE ` 6' IF X < 4' '',:A ( U.N.O. .~.+ + + q, ' w 1 -' i I \ LEVEL 2 HMAC ` �( ) •:.;::°.: � VERTICAL �. .� � • N TYP. BOTH SIDES ' 1111/ "( .r':'_•'' + 4. ,CONCRETE + y .:, 3,�4.R �� I I -EX. AC •.`,�; • •4 ��.4:M1' PAVEMENT CURB + 4' �,1N I �6" ("mmft„, ,,..,) • I I - -- .• W W W W 4 . 1 I I \ I I / 1 I I " .:m DETECTABLE � �+ 2-� R � I 1 '::'w::;;::::::;;•::':'�:;;'::'::•:::::;;-:;::::::::::; ::::::::::;•::•:;::�::::::::-:IA' C6.0 WARNING n. a * * 4' 4. * * I 61 _ �� a U (WHERE + + } �:�- i CO0 CV t2 - -' PI�ip�Sri'�s I��"Irr!�t�� SHOWN ON + + + + + 6' A I I �' SE COURSE +`'_` •.� .., aa ° aaa ° a' \ EXISTING P:; PLAN114 ° ° ° ° ° ° ° ° ° ° ° BA C UR %! �: _ _ 'BASE_COU_RSE!�� aaa aaaaaaa r- I II s! _ .:.._. !!!!!!:.,;,;°!!!!!!!!!!!)° p°p°p°p°p°p° rr0 0 o a o a y + + W W + rn •r• • - -7\a ° 0000 2 I91 1 - II- 1III=III=III \ ' \ �\ ,oy ° o a a a c /�10% MAX. o°°po°o°o W + W W 2'-6" 1 -0 r Y° a°0°O°O°a°O° 1n \ \r OOoaoo 2 _2 , �- II DRAINAGE "=1 ,III„ 111.VIII; ��!i�! �!��!r�ii ,��0 0 0 0 0 0 12a°0°O°o2010apt020-0-9° + a + + 1" w �..2'-}fl" _ y I I SLOT, TYP. 6'-On - I II SEPARATION FABRIC COMPACTED EX. SUBGRADE } SUBGRADE DEPRESSED - NOTES: CURB AREA `i' 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS TABLE A: SECTION DIMENSIONS N APPROVED BY ENGINEER. ea I B I EDGE OF RAMP TO PIAN 4" CONCRETE PRECAST CONCRETE WHEEL STOP HEAVY MEDIUM LIGHT BE FLUSH WITH AC SIDEWALK 3.-4"R o 6 4" „ PAVESE�M�E7NT SCALE: NTS AC SURFACE 5" (2 LIFTS) 3 - _ M BASE COURSE .. n EDGE OF AC Dull Olson Weekes IBI Group PRECAST 6 14" 12" 8" Architects Inc. °'r: 3 I - PARKING LOT CONCRETE C6.0 ' f •:. �•o• l T :,• .j •,.: ° ;::. • ' ° ° -I I k r„ ADA C2.7 WHEEL STOP i } I �/ SIGN �;fr.--III= • - BASE MATERIAL t APPLICABLE) TYP. ASPHALT PAVEMENT SECTION . 907 SW Stark Street Portland OR 97205 USA -1 I I- in 1 tel 503 226 6950 fax 503 273 9192 :.r,::;j_IIII COMPACTED I i SCALE: NTS www.dowa-ibigroup.com www.ibigroup.com III SUBGRADE SECTION 'A' -' l� i i ,,,I,,, I��,,.,,L,,,,„ ,, ,+ ii. i,��,,, LII ,r�r,«�W,.,,,� / (0 2' - � +--2'-6"-.-- ---.- - � 1'-0" � rr CURB RAMP - TYPE 3 #4 REBAR AT 24" OC, 6 THICK PORTLAND SCALE: NTS -'-2'-2" EACH WAY CEMENT CONCRETE 3" e ��0.5 PROFESS 02/07/19 M 6'-0n 0ygJ °,tea. a im •i•,, e T ' 1 �'..• �t.3 vcO t N fief �y9 IX l 2' (TIr.) J da. a' • sa P Q a a L 79701PE al NOTES: cn .-, °o °- -„e„•° °D. .. •° °°• - . o °sa ��_�=y_ U X n 1._ 1 ¢ Z °D °°,07,„e0'0-0•4.a°•o o D Oo• •o 0 op•°d o o °°D•"0D•o ° D °°. W 2.0� 4 WHITE U) ~ J T'a °p•° °oo0' 0 n. 0°0'.0 -,,e0.0° a•o°0'°0 00. 0 • o•°Q'o4�p. o o°D°°° p.o DIGITALLY SIGNED 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM ��/� ca °D• ° °o• _ STRIPE (Ilr.) °D ° ° °0 ° a °D °0 ° °Q °D '°D• ° oaD•°°'°00 oatl OREGON �"".- Q D�o 0 o tl•°D o p. o°°c p c p .•o a D'a°.ao 0 0 -°D.a° ,^° 0 0 0 o D. MAX. �_TC=Tp TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER 1-•-•- 4" WHITE / /� L I I I -III _ri l I-III- I I-II -III- I I- 11- 9� f� 14- 12" STRIPE (TYP.) o W I I- -III - -III I i, , -I 1 I-111-III;,III;III III , � 2. STRIPING MATERIAL TO BE THERMAL PLASTIC OR OTHER 24" MIN. I=I -I III---I I �- ( �� x HEAVY-DUTY MATERIAL THAT WILL HAVE RELATIVELY •oo - I I=III--III-1 I I MARK 2 in Q LITTLE MAINTENANCE. 3 _2 .~ ;.:` ::: : ; P " EXPIRATION DATE: 12/37/19 J ao m © COMPACT 6 OF BASE COURSE N M 6.0 SUBGRADE • CONCRETE - �� DIRECTIONAL NAL SEPARATION FABRIC c o ARROWS ;- CG w _ 36' LJ CURB STANDARD0 � ,,y NOTES: 4 1 ti/ O°a°O°O°a°a°D°y�ppOa ! - 00oaaao" io. ,, SCALE: NTS I•--4 1. JOINTS: O 0 0 0 0 0 o a o ';' , , o;000go;og gooag000 �� I - CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. .. ANGLE ORIENTATION ° °"°°°°°"°°°°°"° - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF � ADA DETECTABLE � ..;: .._:..... . ' FOR FIELD LAYOUT I WARNING TILE 12 - TOP DIAMETER OF 50% -„ 36' 1" TANGENCY AND AT ENDS OF EACH DRIVEWAY. C6.0 1.6"-2.4" - 65% OF THE BASE 12 VAN C 10 I, ii,l,u6�Lulli ... A - 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. (7 `` DIAMETER .-.x 1 n R= " r • 9' STD STALL f VEHICULAR CONCRETE PAVEMENT SECTION Z � ' x O® 0 0.2 die 9 TYP. 6 (8 VAN), TYP. W 8 COMPACT STALL- SCALE: NTS c 2.0% an 1.6"-2,4" ^ / (U.N.O.) (U.N.O.} (SEE PLAN) c) m MAX. © © © © j iiiJ�" L BLUE n n PAINTED o N t � _ I BACKGROUND ADA SYMBOL AND VAN b ADA LOADING SIGN 6 OO OO © I ACCESSIBLE TEXT SHALL SYMBOL to ® 0.9-1.4"J (OPTIONAL) AT OCCUR ONLY AT STALLS STALLS COMPACT 6" R= U © © © _ SHOWN ON PLANS R=Y'4" i BACKFILL TO 0.65"_.1 L CONCRETE ANCHOR TYPICAL PARKING LAYOUT TOP OF CURB VERTICAL MIN- SECTION 'A` ASSEMBLY (X) 7 PAVEMENT • .. - 1I- ..p.. ..p..p..p..p..p..p.. _ CONCRETE SCALE: NTS E •-.. =1 111,;1 . 0 °°° °°°°°°°°°°°°° ° NOTES: a . _ opopopapopopopo°000LOOM oaoa00000ao°oo°0000 -I popopopopopopo ap 1. DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND DETAILS AND TO THE - .. �+ n a°°°a°O°p°°°o°°°°° FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE WARNING SHALL BE - •` � `� " Cn ° LOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER POTENTIAL HAZARD IS 6 • ° ° °°° " .4' •. °6. o M 0_ l Pr) Q ADA DETECTABLE TO 8 INCHES FROM THE CURB LINE OR OTHER POTENTIAL HAZARD. °o°° CC I-1-1 a° WARNING TILE ® ;° - C6.0 2. DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. '4 ti° ,o 2' WIDE NOTES: '•aD. o•°° Y 3. MANUFACTURER OF DETECTABLE WARNING: WHITE BARS a °°'°o 4" OF SUBBASE 0 n TC=TP ARMORCAST CAST IN PLACE DETECTABLE WARNING PANELS VARIES�- I� 1. STRIPING TO BE THERMAL 9 COURSE 0 c -SEE PLAN PH: (818) 982-3600 - ARMORCASTPROD.COM - -- - - ` PLASTIC OR PAINTED. 0 CV CONCRETE COLOR: SAFETY YELLOW I o x 2. :0% SIDEWALK OR APPROVED EQUAL 8' 2. STRIPING MATERIAL TO BE NOTES. CO l w MAX I THERMAL PLASTIC. 1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. .0 C!) DETECTABLE WARNING 1 3. SEE DETAIL 9/C6.0 FORco 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT C c-1 -6 ACCESSIBLE PASSENGER LOADING ZONE SCALE: NTS 2' 3' TYP. PAVING TRANSITIONS EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF }, SCALE: NTS EACH DRIVEWAY. CD CO ca 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE "C3 CO ai r LANDSCAPE AREA, CURB AT BACK OF RAMP SHOWN OR AS DIRECTED. IV TO RETAIN GROUND TC=TP CROSSWALK STRIPING .- Q o •. . . 8 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS . . . . . . . . TC=TP CONCRETE V SCALE: NTS APPROVED BY THE ENGINEER. B , + + + + + 6" CURB CONCRETE CURB - STANDARD -+ y / SIDEWALK W SCALE: NTS L d- �• f ' VEHICULAR CONCRETE HMAC WEARING COURSE LEVEL 2, ^ ^ T:,' ° r I ° -.•----30" - • SEE PLAN - PAVEMENT, SEE DETAIL 2/C6.0 1/2" DENSE, 2" DEPTH (SEE NOTE) _CD Lo o ¢ a o Q -TRANSITION ASPHALT-.......-....•:•.. ...-'.........' :. - • 1 r '8.3% 8.3% N TO CONCRETE MAX. oon�p�n�o oonotlon MAX. ,,, COLD PLANED PAVEMENT REMOVAL ooQDg0000agoQo 2' [1.5" ASPHALT SECTION, EXISTING HMAC LIMIT (DEPTH= 2") °o°op^a°opopo^pOnp ° 1 I SEE DETAIL 1/C6.0 PAVEMENT TO REMAIN FREE EXIT LOOP • • • • . I a . r. L z5i......:7:9 - SENSOR IN ROADWAY ' • • . ' 1 :=::::=: , • a. • •..••• •.• /// /// AeOf A / /////// / 41 1q3flif y°°ped _ 0 :. -;,ti i•• , •: •••e.;:••. ..• ••• • . •..i .;°r•..:,.▪ ,.• .N.•::.:• •:°•••: ^•.°' • u o 1 ° O I . o - 0.070,° �� ,iJ 0000 I- -U 6 CURB 6 MAX €4 MIN. 6 MAX 6 CURB J .:. ': ::. �•. ,. ° o ,° 0.0:0 .000, °" ° .000 - '000°a;°°°°a°o°e,o -'� .;;:°�*�;�;: •�. •;a• �;:•'•;,•s� . ti, i • ti,; .▪ !:�•: •:':°° .O °D . 0 0 °° . o . o a D o • p D o - --� EXP. RAMP 0" CURB EXP. RAMP EXP. l - ;.;• .•;•. • .,: .. ..;.• .,- •.;.: :.''' •::••: °°-. _ °° °D• ° .° °° °D •°° . o °.:00 °° a °° ° ° °° ° ° - --,� RESET LOOP IN 11- �•••;:�'• :::• '= °r::°'r°''":::•'r • •. ;.:••�:: .,, °;• ,;'• _ ° °° ° . ° p ° °00•.°0:000 ,° .0°00°...60:°.°00.0°00•000.:00e.0000.0.00.0.00...00,° • °.'• p ,o ::::0!.."1:•°,..°,07: D o.:006.00.0.°00•0°0 111 SW Fifth Ave., Suite 2500 - }' ADA DETECTABLE • ..:•. .,, . _.. ,:'': _ "�°••••: ▪:.• "' °D.,,.°00. .° ° 0°.....0. •°° , �� ROADWAY, TYP OF 2 � An - I I r I 1 f I•I � 1•I I i•l•i 111` i I III-I▪ •i II I°1-1 I 1-1 1 1 1- ° . ° °° °o o° .° •^° `°° °D•° •o °° °o ,° , ° °D•, . ° •° °oa°.° ,° Portland,OR 97204 �� 11-111111-1R111-1I- i- °D . o tl ° o atl .a D D a • o _ °0 WARNING TILE 6'0 III-III-III-III-I �� I 11- I I =1 I �- 1 _ _ - - - - O: 503.227.3251 m. _ III- o o I T-i iii ifs-`� I I-i hi---i-r-E--y-, Ian•(hi.o f �--r i(-I-I o •- a • F: 503.274.4681 FREE EXIT LOOP . • • I I MI • • . • . . • • • • • 4 • ISI-VIII;III 111111 II�.I i 1-I 1_,,,1 -I;,I I � I I -. . 1-111-1 , ,--I11 - SENSOR IN ROADWAY . ' • I . ' • ,.Z. 1 I,_ �■� . . . • •=I CURB RAM P - TYPE 1 I I 1www.kpff.com COMPACTED BASE COURSE EXISTING BASE COURSE _imm _ _ I - i "� SUBGRADE • - I• I. . • . I - . - I . SEPARATION FABRIC • SCALE: NTS EXISTING SUBGRADE I . • I • �_ �� VARIES\ I I I J I E NOTES: NOTE(S): L J • Li _::,±). I. + + + + + + + 4, + 4. + + y r 8' TO 12' 1. CONSTRUCT JOINTS PER LANDSCAPE DRAWINGS. L � � � � � � � W � WHERE POSSIBLE, CONSTRUCT HMAC WEARING COURSE INTEGRALLY WITH HMAC WEARING --�- 3:.' • ' '�' ''1"..''' _ • .: • PROVIDE MEDIUM TOCOARSEF COURSE ON ADJACENT PAVEMENT. ►, ▪ r '>".,f.'-'..'..:.:\' 2 O E ED UM BROOM FINISH.4 5 IFX RESET LOOP IN © ;.(U.N.O.) ' .';i; :; 6 IF X < 4 , \‘,/ • BACK OF WALK TYP, BOTH SIDES ASPHALT PAVEMENT SECTION - MILL & OVERLAY ROADWAY TYP OF 2 o• .�J ( }� ROADWAY, - • BLDG., FACE, OR ',: _ - - CONCRETE CROSSWALK (/-43.\ OBSTRUCTI N O:: 0SCALE: NTS 'n, 0 k eI a n SCALE. NTS y p - -� DETECTABLE x phase BID & PERMIT pC6.0 WARNING in Q ENTRANCE GATE PLAN EXIT GATE PLAN (WHERE I- r..:'..'1•:. :i''' SHOWN ON 1 . Y.`- •, P°op Op Opa oopapaop°apap . j) r•'....'';''. PLAN t ° o ° o 0 0 0 0 0 o I ... :�;:_:::��.: ,o°opo.-aoaoao°Qaoao°oao '��' ° date FEBRUARY 8, 2019 N o oo' 0000000 ? �p°p°p°o a°ppDp0p0°apo 2' •,• . • CO , a o 0 0 0 0 0 o a o 0 ,n00000000-oop0000000boa MAX. aaaaaoaaaaaa ` i 10% MAX. revisions 10% io000 oa 00000 [ ::•,••:-.....: (=:. -+6"r 0 0 0 0 0 0 0 0 0 0 0 0 T -� Q oao 0000000pOa000 oaoaoo 0 0 o a a o a o 2 0 o a ],.O,.o..0�0...9..0„a O 0 O,.O., - ACCESS CONTROL = = 4'-0" IJ • • GATE 20' ARMAR READER 0 ARMCARD E STATION �. �. � GATE ACTUATOR - - © - ••. i/.///.//j///j//,/.//j///I p in�� r�� BOLLARD, TYP C6.2 DEPRESSED �_ _ \ • . CURB AREA ° °° '°a °°o ° a • //. :�//.i/./�i/. ,�//.i/./, U PHOTO EYE REFLECTOR _ 1 / // A // // // // // // // i 77 // ;r>' , .� ; _ .° . 1 �� vl l PLAN , � °°'° p. . . CONCRETE, TYP i. 1 EDGE OF RAMP TO 4" CONCRETE b . d PAVED o BE FLUSH WITH AC SIDEWALK ,° I m ROADWAY FINISHED GRADE - I it,.. PAVEMENT o•° , ° Q To - SECTION f--i73-t-4-Ax.3%%�'M�1X• •- �; D- •D°D .°o o °°, / / / / = � (3) PHOTO EYE FOR �-. . a x\/,;//\//\/�\/A/ .:•'.o ::o: :•:o:•:•: �(oi :: '.-�0.'''' ':o.•o.. e..°'D.. •.o . ..o p fm 7 ,•.,.. .;,.•, `3 o •a p c°• o c .o .ooc,.0 D °D ° °D i . .: . .:,. project # 16055 pP o D °° _ . .° ,. °° °n ° _° _ ° °D .,..•o _ °D ., .° ° ° ° � °� PEDESTRIAN & • :... .:°•:•�':°''• •'':�!. :::::. . .•r.... � L' - BICYCLE TRAFFIC . . . . . . . . . . Y. . _ � . ' ••• •' N (3) #4xCONT TYP EACH SIDE '`'- • .• "' �▪ '=I I I •;.;�...:., • . .. •• .,.;::•�'• NOTES: _ BASE MATERIAL 1. CONSTRUCT STANDARD CURB WITH TRUNCATED 1/2" CURB DETAILS c0 2'-0" 24'-0" - - 2'-Orr :•.-•-•:'•::-!-111-----r---- ,.`. III 1 II- EXPOSURE. co 111-� ':.:�.,.•:�:'r'• ---•' COMPACTED •. , I- 111=' '- 0_� SUBGRADE 2. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% �o SECTION A SECTION 'A' UNLESS OTHERWISE SHOWN OR AS DIRECTED. ON Ma- C.,'") C 6 • 0 ,z ACCESS CONTROL GATE i CURB RAMP - TYPE 2 NOT USED FLUSH CURB - 011 EXPOSURE � LLI SCALE: NTS 4} SCALE: NTS 1 0 SCALE: NTS SCALE: NTS CO J -_,:•-7-7-___=--- - CONSTRUCT TOP SIMILAR TO STD. CLEANOUT q PROPOSED PAVING OR MATCH PAVED I UNPAVED MANHOLE FRAME AND GROUT FRAME, TYP. CONCRETE COLLAR. EXISTING PAVEMENT SECTION AT , . COVER AS SPECIFIED HEAVY DUTY 28" MIN STA. OFFSET WHERE-A 3000 PSI CONCRETE 0._ CUT AND PATCH LOCATIONS AREAS I AREAS LAWN OR LANDSCAPING -•Z /-FINISH GRADE ( SQ. TRAFFIC GRATE. ADJACENT TO CURB OMIT IN NON-TRAFFIC 1 PER PLAN 7---,_ 1 .---• I-. 1 _ AREAS OR WHERE RIM=PER PLAN EXISTING- SAWCUT-\ - I _ ,, T-Tiffii _ .Fill._-,- -........• iii...• •-:..-.:-:-•••:':.:-.•••:••:•.:-:••:•.:•:•-:-.:-:•.:-.:-:•.:-•:•:•.:-.:•:•.:-.:•:••:•.:-.-•:•.:-:••:•.:- CONFLICTS WITH CURB .._ _ iii_,,__ PAVEMENT LINE i----DETECTABLE _,•-- *--,---L,=_ i Al , 6" MIN. #4 REBAR LOOP / WARNING TAPE 26" •v -... GRADE RINGS 3" MIN. 1- 1 r-PAVEMENT __-- , t:•::-::::-•:• -::•:•-:-::•:••:-::-::-:-::'•:•::•-:-::•:'-:-::•::-:--:•::-:-::•:••:-::•-:-::-:::::•••:::-:--e-::;_ V V Y--'cl v, • t , RESILIENT SEATED MAX. - 1. - 12 MAX. I i I i ..,,,... 1 , , / </ 4" PVC . _e, ar*/*/"-GATE VALVE. SIZE AS 1 , - . .?..°60u•i°.:°.0;°•io:,?*-0:°Xfite447aXi° ..-:-:;::°:;'°:0t7 / / i ,, „ >_ __, SHOWN ON PLANS. dr'•-113 \\\4 7• $ ..„_.• •.':-• • . ' '.• Ill II I II II II III II Il Il II II Ili. 1 .;, ...:::_:_.:_.:••...-: I a 0): . .00'00. ./00-00/: ..0 ,...0j,-,,o:. /._\ /„. i L oe ::_C uc"'N. PIPE SIZE AS 25"•-••-- • 6" --- • •••• a° e• „ • • • • _ -. -- Lu '''// s '\'> \ \ N:\:1;F:-°:Si:: :1 , / /7 \, 1 I <IS $ -=-_ iti • ., .4 . q ' :". 111 12" , SHOWN ON PLANS •:„.4. . . . IIIIIIP s __I \A `\\\ • 36" . - „•_ o =--.1--• . .:,1.°6- .°- /5, tan . • ix ...-!(-)rz ›- LADDER . • ' -\--gillffillill IIIII IIIIIr=2 MIIN. \40°,0.*1::.°:..i01;,:o.liA// E . 4, ! . RUNGS, • 4 CI Lu 12" OC ,,\/ <11111E1111 fx , - -- j, /..,./.\.\.:0 a_ GATE VALVE ._ .. -E. < TYR .‘., ..,.„ - =-Hill GREASE TIRAP W/ (n , v/\%\:;010::::.-:0°.°0;4.1,,::t.::.:°:1:• ../°\0.::°'*.> ° '-1) ''\>'\\\,\"" "'s ' x > • 1 4 , ,..... ..,..---PRECAST SECTIONS, . ........1= /2 • - 11111=1---1111 HINGED LID _ __I_ or\ / PER SIZE 1.1.1 it: 9 SCALE: NTS ...=__ HEIGHT VARIES. SEE I - 1111 PER PLAN L. _1 ..-• K2,0-00: .00-.04°00-00*. 0 . 0-.0 TRACER WIRE 1-1-1 NOTE 1. /2 'TEM 6* 11111.11111;,, , -O°0.•°O°.°6O 1 48" .. > ,,N 0 .000 . . 0 .0 . „0 .00 0 a / Lu - ... MIN. / ‘11161111 .1__ HIM 4* a a P 66 12" . -:.'0.:V:, -:•0`.;°_:',,-:0*,;7°.,:°.,,°0-: :°-:, 4 3 ..=__ ,----- .-- PREFORMED--,,,„•, • MANHOLE BASE. % "F2111111 : \ 24* 1111E11111E/ -__-L---3-IE PER 1-co RUBBER 'ec:4 c ___ . ,7_,SEE NOTE 2 . GASKET \ 111111E1U MIN. 11111 /: NOTE 2 PLAN • -0‘ .-0 . .:0 - -- Weir 0/2 \. ,,°°..0.:0"°°:• ' °.:°- •ec-\\ \ **ID NOTE 3 Rilli = I MIEIR a 1 N 0 G, .4V0 ' \ 1001 - , o .°010 °0 0 .° r. i ----.. . =-•--1- SQUARE a I X 1E1111 17-_ 1 Wiiiii&, Dull Olson Weekes - IBI Group cz ENGINEERED FILL I .____ I, /• °-: :°.0:-':•:: -0a.i° 2'0.:.0:.43'. \\C A/N.\ ' - I-- - _ 0 > <11111E111 IIIIEI ' Architects, Inc. 4 'I 4 1 i // "f I 1=1[1 I= - - ///\<j' ' -. • 4 • ' 'I: - • - "4 4 ' 4 . ' 44 1 . _...._---- ‘ 1=-----111:-E1 I --- ----1 I EI 11E1 I I I t'r\- ,/ /MIMI N -----" -- ----- 1111' IIIIIIEN/ < = all NIMINAM \lIlIllglIllMll-ffllMi liallirr/ ; ..1::1."?.:gi;!:1::::kii:/g1:0;::.*:!::: :::;i5:1::::::0;54cf;: 8" BASE ROCK \ \, \ ....... , 907 SW Stark Street Portland OR 97205 USA 6:-111-7-111=11171H 111=11 ('6. ,‘,4\/.2.,.\//\//\,./x\//,\//..\//:\\„!/. /2-\\ ./;,,,,\///'\</,/ tel 503 226 6950 fax 503 273 9192 NOTES; www.dowa-ibigroup.com wwvvibigroup.com MIN. MIN. SECTION 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. TYPICAL PIPE BEDDING AND BACKFILL 1 3 SCALE: NTS C ' --! 111111111 IIIII-III = - ... - '• ' i -- -_---._- I_ , • 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE DETAIL 6/C6.1. NOTES: 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. r-------- - ,----- -- ---- - ---wa•••--------------t 4" -* 4" - •• • -_ 3,- .-.-z,-E• -i--= • 11 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED 2. 1/4" STEEL PLAM, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL PERFORATED - MIN.- =MIN.=- 4. .• JOINT WITHIN 18" OF MANHOLE VAULT. BASINS OR APPROVED EQUAL. DZINNoPTIEPEi !_i i 0 ::::.0,..00:-Q1..:.0:,..:- • . :',....:F14:_II ..s.i'ic•,; STANDARD MANHOLE TRAPPED CATCH BASIN cl)PROpk- • \co%.- 9 02/07/19 1 o°°.°c • °°**°, •c • • . '•i....:::::•::!::-:**:er.i..: c4 N °..°0°. ° • ,°'4: :'•.:•:. :.:•: :::••:..:,::- SCALE: NTS SCALE: NTS ,t'' '779701PE P l',••‘•• EACH AREA IS X OF r4" PLYWOOD '1111 .00 • ° .0 °•00 0 ‘ • • • • - DIGITALLY ° ,\4 TABULATED TOTAL OVER FACE OF _..0,1.,-,.0000-0-o ..._ 000,,.0 . . - ..., _ _ _ 4 SLOPE SHELF 1:12 MEDIUM DUTY 15"± , L. : SIGNED AREA BOLTS _7 -1 ..••*°*00•/ ',8" MIN. -4. . I I I:: 1 ALL AROUND OREGON SQ. TRAFFIC GRATE. 4.,, .../4.4, WRAP DRAINAGE FABRIC =0•0 *c‘ 10 „ ,.... or°,c,...;,,.....0 -4 • . A-1 L - TOP OF PAVEMENT ,./,,,i.&,&AA`. ../A/".• MOM*1,,741044.4., nilip, .". x x x- ,N AROUND ALL SIDES, 12" 111M111111, RIM=PER PLAN 1 1 W MIN. OVERLAP ___L :.. . (WHERE----\\ ..rb• vt MARK TOP OF GROUND 4,4•,.-,44-- er,t4-0,4-4,„ -,/,0-0-0-4.-„„ Li ,,,,,,,,, -,,,ye ,„ Y APPLICABLE) -;• ;„. . „..). 'st•.•VW,C,;‹ •. • • 4 + 4 .1 '4 :. ''.4 IS SMOOTH FINISH CHANNEL TO 3/4 I :: I • , .//,' •. • • • . 4. . .. .,••1 .,•-••!1••! ;,... . 1"-1 (WHERE APPLICABLE) VERTICAL HEIGHT I EXPIRATIONDATE 12/309 I N .. DRAINAGE -. --4.• ' ...• .. °,4•..• a• -4' .... . • • -' .• • . , , T , OF PIPE . . - TEE PLUGGED CROSS - WYE PLUG OR CAP FILL . • • • - , • . NA ..; . .N , .. JIE I N . IINNI I e.. N. ' ''.* +:.::::......:...:•::......,. PIP' I 4 ,•ks, 4 v I , 11- .-. :'' \/ ,___,/ .' 1 • , I -„ ' .111••••_ < IN I ‘ I V -T PIPE SIZE 4 *,,\. 4./: ''t •,-\•..• t' ENGINEERED FILL - - -t- - -) 4 `4,47,/,I,e'r.., .4,,4%.l'..% • % .4 NATIVE SOIL OR _ _ . ,4-,,,, __--i - 1 PER PLAN 4 • 1 - I- -`0" 1 lir - STRUCTURAL L ! '''. 1 -0 --P.- ..:"., -IP I - 4\'\,sek 11! 0,0,4,0, 4.',/,0•‘ • ,,.. "•4 A2/1"'9 FILL 3" g I I I i-L'7 . NOTES: - II j........ . I ....- m NOTE 1-11 --, BEND PLUGGED CROSS TEE 1. LAY PERFORATED DRAIN PIPE LEVEL OR SLOPED IN DIRECTION OF FLOW. .:..:;•. / i"."--- A 77' - ''/. \ ....: ..= == Allaz 12" ,..__ •4•.. -..'"-..' ]--1E PER ... 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. . :••• 1:12 SLOPE MIN•I //X ----0--12"- --11 I \,, PLAN , .. . .•. •• .1.,-. , TYP. /\\/* /\)LL"----11111 I I I ='-'-'11111;1 ' 4. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. COORDINATE INTERIOR CLEANOUTS WITH PLUMBING PLAN. I11 1111=r" //\ 11111 _I ...---..- i COMPACT SUBGRADE ,•S\ - 1 I 1K \ \ 1 \/ \-'-•:11 L._41=-1Ti-_---17\\/` T 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 8 INTERIOR FOUNDATION/,, / : pDLARA:IN,:: ;. ENCIRCLED ON THE PLAN; e.g. 03 INDICATES 15 SQUARE FEET BEARING AREA NOTE: REQUIRED. SCALE: NTS ,. 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: .4....." INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 7-NOTE 1 1. BASED MAY BE PRECAST OR CAST IN PLACE. TRAPPED AREA DRAIN C.) PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) STATED IN THE SCALE: NTS .. SPECIAL SPECIFICATIONS. - --. • •..,...-...,-- 2. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. S... .4..., 4-..-_:'•,:- :‘• :.'.:•'• CO 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE ,,•,; - • -k----.....7 FLOW 3. CONCRETE SHALL BE COMMERCIAL GRADE. 1 HARD SURFACE 1 LANDSCAPE AREA ..... PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS ,..:.:,,,• .:,. ,. ‘ :,• STANDARD DETAIL. 4. CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTFI SLOPES AND RAIDII CAST IRON FRAME AND I MECHANICAL PLUG C:1 TO OUTLET PIPE. COVER TO FINISHED I WITH GASKET - BEARING AREA OF THRUST BLOCK IN SQUARE FOOT -. , ... ..•, ., GRADE IN PAVED AREAS 5. EXTEND PIPE INTO MANHOLE AND GROUT SMOOTH. PIPE(S) MAY EXTEND 2" MAX RISER 0.D. CAST IRON FRAME TEE BEYOND THE INTERIOR MANHOLE WALL. AC PVIvi'T OR CONC. PAVING + Y2" MIN. SET IN CONCRETE 0 PLUGGED DUAL PORT INLET. I '•••'..:"...,‘••••;..-:0.,••10...t.00...,:'..i...i..---...-t:... 7..:.:11.1•••-•7. 7.- -:. 1-, 7 #4 HOOP OR OTHER SURFACING 75 •-. (71-4 ON RUN VERIFY MAKER, MANHOLE I3ASE - STANDARD 1 1 i 0 CNI TEE, 90' MODEL AND SIZE. 6 SCALE: NTS I 1 0 WYE, BEND BEND 16.--_-111------1 il I kr' Ll" MAX. •••C Cn Cr) FITTING PLUG, PLUGGED 45' 22X" 11Y4' . .. W SIZE OR CAP CROSS Al A2 BEND BEND BEND 11 " " ._,/ (1 (,) = o CO 4 1.0 1.4 1.9 1.4 1.0 6" MIN. NM i i I 2" MIN.-1 I . • ; ' •`1F-ICENTERED IN 3000 7-1-0 15.- t 0 °.- •-• . 21:-•-ul I I .70.0.. ....;,•" 0, --1117-PSI CONCRETE PAD. 43,) CO ct) 6 2.1 3.0 4.3 3.0 1.6 1.0 Uci MANHOLE FRAME AND , 00• 0c:0") FDC STAND PIPE. 18" MIN. GRADE RING AS .0 ...0.°. :00.0c I-7.-- COVER AS SPECIFIED 11:5 CZ 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 VERIFY SIZE 36" MAX. SIDE REQUIRED "*.e0•G. 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 GROUT FRAME--- 4. MIN. .. , 0•„eo 6 ..0. 1 i .-.c CLEARANCE FOR IV = . _..a.,> NOTE 1- [FINISH GRADE , (2) #5 HOOPS '1001 .° ' I. .0- CONCRETE PAD - 1..... 4q1-.. cc?) .1:-. ..-- KM , I. AND RISER PIPE ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN . , k:i ••:-• -:•-:••:-:••:•-•::•:- -:-.:••:-.:::-.:•: :•.-:••• 1-Nemmin., "...:...:::.:-:•-•:::::„..:::„:.::::: :.::,:,,.,:,:.-: . . :1 CD CD ',./!:\V\/\%; .-. : I.:. :- \ x\V\,\?; 0 - . 0- - 0 oo• .0-I I r..... , i- DIFFERENT ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR . • . . .. .. , >6 7.3 ttz N-- N-- DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING 0 0 ° 00• ••, #5 REBAR 00• °0-01. 'RISER PIPE cit, co y .' -;. .. 1-1:-...-:" > / 12" )• MAX.- i -di :• .• °7-o °.°°:; r a. .; . *014 I I 0.4.4 •••••• 1.--- >. "cl- , J- ..„,---. TOP RUNG • z..,• CONCRETE SLAB ••••••• co Cl) EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARING , '// xv / 11117-mi z.r... i - 8" THICK PRECAST .0 . STRESS)X(TABLE VALUE). /'• -/ 4\ . sy < ,...001.,L 1 I %.".4 CI cp ce) co RUNGS AT : 0 0 : 1 0°0:00• TRENCH BACKFILL C3') Lo c) cp .- CC) V) LO 1 4 THRUST BLOCK SCALE: NTS THRUST BLOCK r----1 10 ct) ILI C-2 MAX. BOTTOM IIIII 1 -'. ,,--- " 12 0.C. • I,\\'' , PREFORMED RUBBER -: ' GASKET o,.00.:0.00...J 0.. .. • 1 or 0 , .....o. a .. .. .cr. I- I- .t.-- ......_; .4., 4 4 < - i 12" MIN. _ , „..„.,. ) FLOW_ > RISER 12" I .0 II - 1 - l's•---12" MIN. .•: , ,0, _10.2 14./.;;711111W WYE BRANCH 0001,0 / /,,°_,.00 AN ""'""' 0..% 0 45" BEND O MIN. il'-• 3" MIN • i U TO VALVE // ./'"'0°0•.` AND BOX ENGINEERED , T- CARRIER--\\ / •.„ " ° • I ..f , t ' FILL . L,J- I I l'• PIPE °'0*0•' - '- . __I ...1.._ i.. 0 I •• ..- • dill •44 . ' 4. • ..44, , y :'../ . . tH .: 111 , 8" MAX TYP. /--- / -00„•- ' INSTALL PLUG WITH A . 4 - • . _ • 4. I II - -r....---1, SECTION ',,c,,, .--.---, ___ _ . - 7 GASKET IF END OF _ 8" LINE 111 SW Fifth Ave.,Suite 2500 1111111111ESI. __-.=-_ 7.:_-_-_ -...2_,_-_-__-__ . _ - MIN. / />\>'/2\ 0>\\ >/>\//>•• /\\ ' PRECAST OR Portland,OR 97204 0: 503.227.3251 ___ ___ _ __ ____ _ _1- _ _P••••........._ NOTES: CAST IN PLACE ,- ' °0`,0\77-,"u-0-0-4.0°°•0"0.„0 .-„*00`-b---- SERVICE CONNECTION F: 503.274.4681 1. CONCRETE ANCHOR PAD TO BE 12"x12"x6" THICK, UNLESS NOTED OTHERWISE. 12" ENGINEERED BASE. 4000 PSI '*.°0•„ci,,. 0°0',.°0-,,,, 0°0•.°,.0 ° 00.0° . '''- IF REQUIRED www.koff.com ELIMINATE IF INSTALLED IN CONCRETE PAVED AREA. FILL -..--48" I.D.----- MIN. CONC. 0 00•0 0*. •0 00.° 00• BEDDING MATERIAL NOTES: 2. USE FLANGE OR THREADED FITrINGS. 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. NOTES: 3. CONTRACTOR SHALL PROVIDE SINGLE CHECK VALVE AND BALL DRIP VALVE IN 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. ACCESSIBLE LOCATION INSIDE DDCV VAULT. COORDINATE WITH PLUMBING. SHALLOW MANHOLE 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH 4. INSTALL BOLLARDS AROUND FIRE HYDRANT ASSEMBLY PER DETAIL 3/C6.2. SCALE: NTS CARRIER PIPE. • FIRE DEPARTMENT CONNECTION (FDC) 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0. DUAL PORT SCALE: NTS . 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. STANDARD CLEANOUT (COTG) key plan iwi - 1 -- - ----- --11 - - - 11 i 0 TOP OF GROUND/PAVEMENT . •a . .• SCALE: NTS phase I BID & PERMIT SLOPE AWAY FROM BUILDING .ii . •• 0 C) . _..i PER GRADING PLAN • a .14 I F-- • :..-- . _ _ . 1 0 CMS Min MI= MIMI MEIN MEM FRAME AND COVER th SIMILAR TO STD. date I FEBRUARY 8, 2019 04 ....:.::.:::•:*::..:::...::........:...... 0 \ I-I l 1-1 i l-i CLEANOUT DETAIL i -==_--. 1 E ; • AO ..-.-..' ..-;:. 4....-- ..,,, --1111H-=---11111 , 1 - ---4. . • , !:.....4:: .4.,7..:4.:::%.:.:•° FILL PIPE VVITFI CONC. _ c:D • - . ''''\'''''•••••••'• 0 416L I I I I I- , ..-...-.:-...-_ 1 . =-_-_ 1 . . ,:..i.....,.:„.:......,.i.,,. PIPE TO BE•-•-,.,,, ,,,,,1/4 l' MIN. INTO PIPE revisions I c) -1..,:-..:-...:,::, I.,...,:,:::,..:,'....:,.....:cA, .---. .., -_____-J r 4 -__..= 4,•• , =_-_ , • • :. . ••:••••:••••!..:....:7!..:0-0: ABANDONED 1 co II -MI= ''' = I I= I =I I I= ' • 'w. .1 = = = - . 1 MIN.11-1 , -MIN.-, 1 1--ii • • - . --. 0- 0 00. I •' :' • 11 1 - 1-1-11-1-11 -7--Ii1-=-- 11=111: • ...4-7---111-7-111=1 " i••.0. :• • . - 3'' • . A 5...1 0. , ... ., . , -: -•..I riri 4-:---)J 17=11 -,LT.7j-1:-,--4-t-= 1 1=1 I)=. '4"HIE 10 . 01, .. - .. .,-. i • __i . * . " . . .. .. .„ .- , . . . I I 4 - - 4 -- • - _II IS 4" SEAL OF COMPACTED .000 '4•° .. '°•••*0•0 000 ° -.4- 1.0!.!=i - . - .. . ti- . . -- O IIIIIIMI MIMI NATIVE SOIL (LANDSCAPED EXTENDABLE AREAS ONLY) ° ./,'`''‘,01, 3_0: '8" MIN. .-: , • r% '•• •• • • .• a 0.„- .. :00-1„° .1- 0 • .. , •-. - a . . •• - . ••• 4 0 0 , ...--- '6 .- • . • WRAP DRAINAGE FABRIC 0,••• :_ 3 1" MIN. = = BACKWATER VALVE (---`‘ 1111=-111E- 1E11 'I- AROUND ALL SIDES, 12" --1111 ir-- PACKING MATERIAL TO- MIN. OVERLAP _ 11= 1--- CONTAIN CONCRETE _ 1 PERFORATED NATIVE SOIL OR --•-6"--,------6"--- -0- 3" -- ---- J \ 1.- DRAINAGE DRAIN PIPE. STRUCTURAL C4D. PLUG -7 FLOW 2 project# FLOW 1 16055 1 I 1 \ 111.- FILL SEE NOTE 1 FILL T ....- \ , . cp co NOTES: SCALE: NTS DETAILS cs NOTES: 1. LAY PERFORATED DRAIN PIPE LEVEL OR SLOPED IN DIRECTION OF FLOW, WIDENING c::• 1. EXTENDABLE BACKWATER VALVE TO BE MANUFACTURED BY CLEAN CHECK OR EXCAVATION AS REQUIRED. MAINTAIN PIPE ABOVE 2:1 SLOPE AS SHOWN. M•f`,9- . 6 APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S 03 - RECOMMENDATIONS. 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. EXTENDABLE BACKWATER VALVE - 0:5 PERIMETER FOUNDATION DRAIN 8 SCALE: NTS SCALE: NTS „:„..... C 601 • ., - 0)---: N---.M 0 . KO--I r:-=7-_- __--.-•----1_.-.•-. . -- - --____-_=-_-,- ---7-7-:.-_,-,- -_±-___-- __L Cs.E. 7--7----- --" - ----.------N--iiiiiir--7 '--:.-7----- - -,r HAND PLACE RIP-RAP AROUND OUTFALL PIPE TO CONCEAL SIDES 11...ii ANTI-SIPHON VENT AND TOP OF PIPE. ......Y3nI! ENSRE OUTFALL OPENING I a VISIBLE AND NOT OBSTRUCTED. !! Z (EXTEND ABOVE HOOD j MIN. 3" TO MAX. 24") CL w i- z m 45' MITERED OUTFALL (NiALL SNOUTS AND TRAPS FOR CATCH D-- < 0 BASINS AND WATER QUALITY 0_ 1= A p CJ WATERTIGHT SEAL TOP OF SLOPE SEE STD. DRAWING NO. 400 STRUCTURES SHALL BE AS SEE DETAIL #030 Q V j CC A A MANUFACTURED BY: O O 3 - . .•.. . 4 : . FOR FRAME AND GRATE " r--------/, A I I '�`I` BEST MANAGEMENT PRODUCTS, INC. ¢ * 1Y ~ -III---- -- I i 1 I I I ! 53 MT. ARCHER RD. -^4- -:---- 12" MIN. TOPSOIL \w D 0_ _ Q o= L _.! - I _ IE=SEE PLAN r 'i LYME, CT 06371 1 CY a= -7 ¢ Ir Z ► err I r I I Lr Lr >i r e in I I ' t ► T f ti\ LL z cn - . (860) 434-0277, (860) 434-3195 r t 1 1 1 1_.,,A,_ • ,,,� FLOW _ PIPE TYPE, SIZE, �� 14 ¢ O ¢ 0 ' - I�l I I •�� \� 5' MIN. FAX TOLL FREE: (800) 504-8008, "SNOUT" I AND CONNECTION a A 1 1 A 1 R�� V. U U • . WEB)SITE4-7WWW.BMPINC.COM DEBRIS ' _ APPROVED PER PLAN, AS __*.,14, `(/ w cn y 1 _�� w .: STOP 6'�'l, X 'r INLET r OUTLET !'�, �a.� ¢ LL / V\�7-7/-77- \\\,�' �.0 �. 1 w OR PRE-APPROVED EQUAL. I - J 1 j 1��1/ill �� * - ,//��/ / / SW , FLOW ! T~ FLOW ' ' ' T y I 1 1 1 !�` w -- l x /�\/\\// /\ \� � - ;/� 1 DEEP / • �' -_- •f�.1f•.•f�rf ...P.."1"."..".."..".1, 1•�•r• _r- •rr ��' ��a1i Q ,�I o PIPE OUTFALL /�/�j// //\ . 6.5 WIDE Irk- . INLET INVERT ELEVATION v .....r.-1 �^ 0 -� 0 z / / MEN 0.20 FT ABOVE • ` `>,,�4. m o o ci CENTERED IN RIP-RAP \ ��\ j 7�' �\ OUTLET INVERT ELEVATION - 18" !4*tNt.., tail< Z C11:� Z i ¢ w (WHERE APPLICABLE) �/ /�\/�\/�\ ,��/� \\�/\/ s �4 ;� ccs- O �' c7 w v DRAINAGE FABRIC �_ . • UTI z PLAN �i�� _ OIL & FLOATABLE ``¢ w o a-z < v• I- ' DEBRIS ON1y= = W L i.• SURFACE CANNOT iia . - * I w RIP-RAP SHALL BE .aII I B I MAX 30' EXIT PIPE t -7-* -z _ z o CLASS 50 RIPRAP FINISH GRADE FLOW INVERT - -- *''• - <w J ¢ f • I y +I • �- 60" MIN/84" MAX •, SUMP 1. 1 ti 60" 36" MIN i� w o < a °' °" MAX w w 0 OUTFALL PROTECTION 2" MIN. 2" MIN. MAXIMUM • ; t F- C� 0 cr ix �. 6" FOR - + ,• . MANHOLE STEP �� Lu HT I a z ¢rl LLi 18 - POURED IN21 SEE DETAIL #100 �- o O ¢¢ Dull OI on Architects,1Inc.eekes - 1Bl Group SCALE: NTS PLACE 1 MAX. 1 ".. '� 4 '� ¢�' O Z a O 2< < ' . t s" WITH SWALE BOTTOM -� , ' �- I "- o I-Q o o" REINFORCEMENT d e a- CD Z pp c!)Z 0\V=:(" / • a z 2' MIN. ��1 1 w w� O ¢ w SA `'4 - FOR PRE - { " !, N w z J Z - = tel 7503 226 6950 SW Stark fax Portlandfax0 503 273 9R 97205 U92 :. 18" CAST + 4 Z � - YQ Q� mZ OO aj'" 0 .. 1s SUMP Luo - % U w a 0 w < O o www.dowa-ibigroup.com www.ibigroup.com SUMP �� . / Q 0'_ E Z Ino ~m cE=N Li Y ( r7 �c9 z �w oz -o ct "Si:. �. 6" 4i. •. a �� 4, NOTES: J O I �_ in cNi O _ U z U Q w U_i 0 • 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE Z SUMP VOLUME AVAILABLE PER DEPTH OF Z_ ' LLJ REQUIREMENTS OF ASTM C-478 AND APPLICABLE SUMP ' U U m U 6" �-24 6" :11- -� g" t 27 3 8=� g" J O Q Q / PROVISIONS OF STD. MANHOLE DRAWING NO. 010. Z F- �w 36" MINIMUM 60" MAXIMUM = •Q 4. U O o cr } 60" M.H.= 58.9 CF 98.1 CF O , (O_LJ Z O m¢ 2. INLET AND OUTLET PIPE NOT TO EXCEED 18"DIA. W w SECTION A-A SECTION B-B 72" M.H.= 84.8 CF 141.3 CF � � �t �J * - © Q Ocna 3. PROVIDE SPECIAL DETAIL FOR SNOUT 18" DIA. 84" M.H.= 115.4 CF 192.4 CF Vit 1 r�T p w p co o_J cn¢- X 02/07/19 o � IY I- - - ED PROF 4. THE SIZE AND POSITION OF THE HOOD SHALL BE PROVIDE SPECIAL DETAIL FOR VOLUME U I- { Q D LSI o_ U U¢w 2c N u) \C� fsf NOTES: DETERMINED BY THE OUTLET PIPE SIZE AS PER REQUIREMENTS EXCEEDING 192.4 CF J a v J` 0 O O ¢a¢ m V\5 G l N F 0# MANUFACTURER'S RECOMMENDATIONS. w ' �' - + W Q Z Ca cn x Z o[` L- c) c� �� ql 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. w ~ r�� . ' ' ' ISI w 0 NI < o U O 1-1-IF-a SLAB ON GRADE 79701 PE 5. ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED SUMP VOLUME REQUIREMENTS Cn 1e ft [r CC U w z z p o D O¢ 0 VAPOR BARRIER 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" 0" COMPACTED BASE MATERIAL. 20 CF/1.o CFS OF INFLOW �Q w O w o ``' LA ��w�� 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED INTO CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. 58.9 CF MINIMUM REQUIRED �y J V? a_,,-6,1,0,,c,U ¢ BUILDING SUBFLOOR DIGITALLY SIGNED WIRE MEETING ASTM A497I Q z it z o o m MATERIAL AND RADON BASE COURSE OREGON 6. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS ¢ w,: i.U cn 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSEw U w 0 -F- w -j COLLECTION PIPING �� ❑o� 1- 1' MIN. T z 0- I-wwQuii¢ ¢ A 1. 10 1 O SLUMP OF 2" TO 4". MATERIAL. � x O o 2 o o m Z IY �� 'l 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH Q w C p w it Iwo . - 1 '*C..) `7'� :i '" Al•C-N ".'i`4 : r`,y.,t-ts,;'ri;,,:,f'. '' 'til;V ,' � rs 4,..f,:' . '!..4.64.:11"f,'41: Mp RK D� INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. 7. INSTALL PER MANUFACTURER'S INSTRUCTION AND W Q LU LU CC D¢N� 0 -c 3::inr 4 . .,r;,: ;t#SI.*2.Yr, ''y..'5 .-' ,, r°%-..t:-s..'., x= �- C ,Y:iy' .-tit �.. . ,r'.'rf4 fb ... l+:!'• T`F..�e.. t f> ,..e" T•.•...)4M USING MANUFACTURER'S INSTALLATION KIT. 1 p (!f a. 11 L_ U r } �"+: Citi r��:x,'r'.•M:+�h '"' __ `_C i? .} '�"h�f'y��. cY STANDARDS AS SHOWN ON DETAIL #400 �B 5' MA Q W N ••= : v s:;;.a : ;X'• I EXPIRATION DATE: 12/51/19 w (n < 0 .:pe _ o V°_�1 _ ,!,,, =. 0 :e•_v.o 1:�:S.o.:��_:- `�' z (-Ni r" ' • o ;PER SLAB ON WATER QUALITY --0---;0•,,°„ ° o L ° . .7000 -0-o oD ° . o GRADE SECTION• DITCH INLET WATER QUALITY SWALE I -I I ° • °• "-s z=I 1-111 1 =i II 11 11- I 1= °° -- '°a, .III;' -I ri„,-, , , DRAWING NO. 390 REVISED 05-07 DRAWING NO. 250 REVISED 12-16 DRAWING NO. 700 REVISED 12-06 COMPACTED I I III 12" SUBGRADE - z 4" DIA. PERFORATED m PIPE (HOLES ORIENTED DOWN) 0 8 SCALE: NTS 6 SCALE: NTS GO SCALE: NTS SLAB U N D E R D RA 1 N SCALE: NTS A-+ V . - CJ) R 28 3/4" CONFIGURATION DETAIL INSTALLATIONDETAIL 27 /s" CONSTRUCTION }111" PVC ANTI-SIPHON DETAIL A 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended O A [ 1 1 i A " III I I III 3" PIPE ADAPTER W ' ifi topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer 0 t 1A ` DRILLED ANCHOR SHIELD STAINLESS BOLT amendments. ., �• T • REMOVABLE HOLE 0 N WATERTIGHTEXPANSION CONE 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the V [V Typ A 1/2" X 3" BOLTS -m••1 7----0ACCESS PORT (NARROW END OUT) SMOOTH GROUT RADIUS I/ 2 EACH END 2 1/2" 0 10" OPENING Swale cross section, fabric shall be held in place in accordance with the manufacturer's TOP 1/4" DETAIL B installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. 2 1/2" x 1/2" f�SQ. EDGE FLAT BAR 32 1/2" a. Treatment area •- hig h-densi jute mattingpp equal)(Geojute Plus or other approved e ual) 3" WIDECTIVE BANDTAPE OF WHITE V O FOAM GASKET W/� - REFLEto PSA BACKING b. All other areas - low-density jute matting (Econojute or other approved equal) ; 3" X 2 1/2" X 1/4" SECTION A-A (TRIM TO LENGTH) ♦1� 3. 2.5-3 inches of 2"-3" river run rock shall beplaced over the mattingevenlythroughout the 1., ~i/ ♦v TIP ANGLE 3/4" \---- . MOUNTING 4 g .-; STD. 4" DIA. SCHED. 40 3/1s" '� l / FLANGE length and width of the swale. 36" I.' : GALVANIZED STEEL "0 r 1 �G 4. Plant materials shall be placed in accordance With the plan and plant table as shown on MIN (PAINTED YELLOW) FILLED 'a MOUNTING FLANGE :' ■. WITH CONCRETE OUTLET PIPE HIDDEN approved plans. 1:..�. Q ti PLAN FRONT VIEW SIDE VIEW 5. The water quality Swale treatment area plantin s can be deemed "substantial) complete" NISHED GRADE I co 0g Y PI`once active green growth has occurred to an average growth of 3" and plant density is an '- •' _ I cSNOUT OIL-WATE -DEBRIS SEPARATOR =111=111=T1= -::- == (11F-11 .. 11 -.+ . ,.7 average of approx. 6 plants (minimum 1-inch plugs or equivalent) per square foot. :111=-111=-111=11 -:.: :~; 1- 1 1=111III- .. •� 1/2" }�2" NOTES: 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth •-11 1=I pI-': - _ I V 27" 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES • ANCHOR W I--- _ u : 111=-111=-11, c'a p coC� M • SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC- OR _ _ BOLT and density matches the engineers design as shown on the approved plans and all other �1 I I=1 MIN. I 1 0 1-�=I I Lo PRE-APPROVED EQUAL. (SEE DETAIL A) requirements have been met. The engineer must Cern the facility to be functional in I- I I i�' : ,'. . 111=11 I- ~` 'C}' �.. ~J III II II Il 11 II II II II II IJ II II II 11 11 II 1 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN WATERTIGHT �' q g III I • I-III }. L� COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125"Lk A SEAL SEE accordance with the approved plan design to begin the two-year maintenance period. :,. � 3300 PSI B B LAMINATE THICKNESS. DETAIL 030 en 6" ... •. CONCRETE L i 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A 1.: SECTION B-B MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS DRAWN. (SEE _ MAINTENANCE I 1--0 - CONFIGURATION DETAIL) GASKET1. The permittee is responsible for the maintenance of this facility fora minimum of two years --- 18"0 MIN 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE • COMPRESSED followingconstruction and acceptance of this facilityper Chapter 2. SIZE AS PER MANUFACTURER'S RECOMMENDATION. 'y BETWEEN HOOD p 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" f (SEE DETAIL B) / TYP. GRATE BAR (17 EA.) FROM I.E. OUT. Note: Irrigation needs are to be met using a temporary irrigation system with a timer during PIPE BOLLARD (4" DIA) 111 SW Fifth Ave.,Suite 2500 32" f/ 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 / A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. 0: 503.227.3251 53 MT. ARCHER RD. SCALE: NTS F: 503.274.4681 LYME, CT 06371 guard against damage from freezing temperatures. Water source shall be as shown on the www.koff.com 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE TOLL FREE: (800) 504-8008 (888) 354-7585 3/16" D TYP. FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. WEB SITE: WWW.BMPINC.COM approved plans. 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 Y ii - STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY annually (Spring and Fall). The landscaping shall be evaluated and replanted as necessary MANUFACTURER. (SEE INSTALLATION DETAIL) h g ) p g P 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) coverage. Non-native, invasiveplant species shall be removed when occupying more than POSITION HOOD SUCH THAT BOTTOM g p pY g 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLANGE IS 18" BELOW THE PIPE 20% of the site. PLAN SUPPLIED INSTALLATION KIT. INVERT. KIT SHALL INCLUDE: 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth NOTES: A. INSTALLATION INSTRUCTIONS B. PVC ANT€-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 key plan o DITCH INLET WATER QUALITY WATER QUALITY SWALE CONSTRUCTION & MAINTENANCE NOTE phase BID & PERMIT FRAME AND G- ATE C1eanWater\ Services MANHOLE ( SNOUT) B C1eanWater Services C s C1eanWaterr Services REVISED 12-06REVISED 12-16 0 J DRAWING NO. 400 DRAWING NO. 260 DETAIL NO. 710 REVISED 12-06 I- d, date FEBRUARY 8, 2019 N CO O revisions OCD 0C6) SCALE: NTS SCALE: NTS SCALE: NTS J 0 0 cn J Q project # 16055 IT a) N CO DETAILS O O �co fl( f`.,- -5-O O Ma- MU C6 • 2 O,Z O 1 NLJJ- (0J NLL // STANDARD r.. . CURB \ WP 11111 0 _i F — CROSSWAL< ( c. , AC PAVEMENTS------------6-4 STRIPING 1 IMMO _. _ -CONCRETE PAVEMENT ea B I ! 5' 6' 5' = Dull Olson Weekes - IBI Group Architects, Inc. iiiiiiiiiikH, 907 SW Stark Street Portland OR 97205 USA I tel 503 226 6950 fax 503 273 9192 PLAN \_ www.dowa-ibigroup.com www.ibigroup.com STANDARD CURB 5' – – 6' 5' A -- CONCRETE 6" CURB FL SH WT 6" CURB RE £ 02/07;19 D PROF S CURB �v\5� �cotv � `��OyI- -------------____L, � , 4 a . <0 79701 PE l •a °:•:e%a „i:ati j0:;0'%°''%e:%e%�:° e:••i e°:.%•'.s�%a.'•%�:•'�0'd�tid%0�.�'.'°`.:0d�°'%e'�:�%ij°:°•e:0'•:�%0%:•F°a'°•' j°° e%•1°. DIGITALLY SIGNED _ •.. ••°.! •%s:a •%e:• %a.%•.�:0yey'e::i°.a•%ea% %a•% •�%• °- • •:•j.%•%•ea%°•%ti•.a°%e•° ': •:°'•e. .••°• .. '••• OREGON III——II—r) I—°�IE;....:.��. . ° • •••. • I 1—�•1�-1 !e I a ✓�i. 10 10A ill,o, Iffllliiffl, 1I-1fI—ill Ilf—II R SECTION A 1 EXPIRATION DATE: 12/31/19 I TABLE TOP SIDEWALK SCALE: NTS 0r I18 ,c Iii.11 w Li ifY Lii . • 4 M.N. U SIN . _ Y , . }' 1 ire0 ' iif `I :rilimir+ imi11. 1=3TO IRRIGATION I 1 — 0 TO RESIDENCE - 0 V N PLAN � rn � METER BOX DOUBLE CHECK NN i iVALVE ASSEMBLY CD co a I 11 r f11mil -0 co - ,\/ . ' J\ „ ,,, t -0 ai ,,,, \ / 47 ■ ■�� 1■.,ice/ .■% r 1■_■�■ miliii..IC�;,-3II,ICI;■—I•■r6„ -0 0) 1" UNION EACH SIDE �,�r!i: *, Ati Ar eskierix,44! 4 NOT TO EXCEED 2 2 ''" 24 DEPTH ; �""� CRUSHED ROCK BASE ELEVATION INSTALLATION SHOWN IS ONLY A SUGGESTION. 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. liqDff 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST COCKS IF BELOW GROUND INSTALLATION. 111 SW Fifth Ave., Suite 2500 Portland, OR 97204 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 0: 503.227.3251 AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS F: 503.274.46S1 FOR INSTALLATION. www.kpff.com CITY OF TIGARD APPROVED BY: NO SCALE OREGON THEODORE S. KYLE, P.E. IRRIGATION DOUBLE r ENGINEERING DIVISION DWG. NO. I�, PUBLIC WORKS DEPARTMENT CM ENGINEER ��►►�-�n7T•� a ARDOREGON HALL 223 JANUARY 2011 CHECK ASSEMBLY 531 T GA D VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE 411 0SCALE: NTS key plan phase BID & PERMIT 0 J F- date FEBRUARY 8, 2019 CV M revisions 0 C 0 0 Q Cl) 1 J project # 16055 E-- CV co DETAILS Ca C,11) (15- 0-).– .. 1-c-_, oN MU C6 • 3 rn.:- r O C\1 Li CO J_ N LL _.... ,o- n Nils L ll EROSION AND SEDIME \ I CON I ROL PLANS 1 f THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. THIS ESCP AND 1 B GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-C PERMIT filAa REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. I I BMP MATRIX o OWNER NARRATIVE DESCRIPTIONS Dull Olson Weekes - IBI Group FOR CONSTRUCTION PHASES n y n TIGARD-TUALATIN DISTRICT EXISTING SITE CONDITIONS Architects, Inc, nr< e Hall Boulevard CONTACT: DAVID MOORE REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S Baptist Church WI 6960 SW SANDBURG STREET TIGARD, OREGON 97233 ELEMENTARY SCHOOL, MIDDLE SCHOOL AND BALL FIELDS SW MountOn View 1A PHONE: 503-431-4016 907 SW Stark Street Portland OR 97205 USA I INS MASS I UTILITY ISTREET I FINAL I WET WEATHER DEVELOPED CONDITIONS tel 503 226 6950 fax 503 273 9192 CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1 -MAY 31ST) c) www.dowa-ibigroup.com www.ibigroup.com SW Greensward I. EROSION PREVENTION '° PHASE 1: ELEMENTARY SCHOOL, PRE-K SCHOOL, PRESERVE NATURAL VEGETATION X X X X X X ? PROJECT SITE ARCHITECT DISTRICT OFFICES WITH ASSOCIATED PARKING, AND BALL GROUND COVER X X FIELDS. HYDRAULIC APPLICATIONS X R+ DULL OLSEN IBI GROUP ARCHITECTS INC. PHASE 2: REDEVELOPMENT OF MIDDLE SCHOOL. CONTACT: REBECCA GRANT PLASTIC SHEETING X MATTING x x till ez St SW Inez St SW Inez St 907 SW STARK STREET ez St PORTLAND, OREGON 97205 NATURE OF CONSTRUCTION ACTIVITY AND DUST CONTROL X X X X j I" PHONE: 503-226-6950 TEMPORARY(PERMANENT SEEDING X X X X ESTIMATED TIME TABLE Ea PROF 02,07:19 BUFFER ZONE ..X X X X X TY '`�C.� FSS -ETHER: SEDIMENT CONTROL SW Pembroolc St 4.& \G t N fi 4'4)/�y9 ro PHASE 1 TIME TABLE: �, SEDIMENT FENCE(PERIMETER) "X X X X X PHASE 2 Akc? ENGINEER * DEMOLITION 79701 PE SEDIMENT FENCE pNTERIORJ x X SW Pinebraok Dr SW Plneba'ook Dc �' KPFF CONSULTING ENGINEERS (JUNE - AUGUST 2018) YSIGNED�� STRAW WATTLES X X X X X X Murdock St / CONTACT: PAUL DEDYO, PE * CLEARING - OREGON FILTER BERM ck SW111 SW FIFTH AVENUE, SUITE 2500 (JUNE AUGUST 2018) ✓II INLET PROTECTION -X X X X X * MASS GRADING '°.A 10, 10.\ �o .tames Te r� PORTLAND, OREGON 97204 U D DEWATERING 17 Elementary 1 �,eckla Dr / MARK D"' SEDIMENT TRAP X X X h, PHONE: 503-542-3859 * (SEPTEMBER 201 S - AUGUST 2019) NATURAL BUFFER ENCROACHMENT E-MAIL: Paul.Dedyo@kpff.com UTILITY INSTALLATION I j1}1ER; p PHASE 1 (SEPTEMBER 2018 - AUGUST 2019) I EXPIRATION DATE: 12/31/19 * STREET CONSTRUCTION RUN OFF CONTROL X X SW (SEPTEMBER 2018 - AUGUST 2019) CONSTRUCTION ENTRANCE ••x X X yell/ PROJECT LOCATION * FINAL STABILIZATION PIPE SLOPE DRAIN -• (SEPTEMBER 2018 - AUGUST 2019) SOUTLET RFACE ROUGHENING ON X X X e .C, ... `- PROPERTY TO THE EAST OF THE INTERSECTION OF PHASE 2 TIME TABLE: SURFACE ROUGHENING X X V. � V+ CHECK DAMS y SW 97TH ST AND SW MURDOCK ST IN TIGARD, OR. DTHER: INTERCEPTORS4YALE X X X CD ( * DEMOLITION POLLUTION PREVENTION SW Sattler St SW Sattler St SW Sattler St SW Sattler St SW Said* LATITUDE = 45.4124 NORTH (JUNE – AUGUST 2019) PROPER SIGNAGE LONGITUDE = 122.7737 WEST * CLEARING HAZWASTEMGMr SW Braebum l,n (JUNE – AUGUST 2019) SPILL KIT ON-SITE x x x x x x * MASS GRADING CONCRETE WASHOUT AREA X X X SW LO ' Ln PROPERTY DESCRIPTION (SEPTEMBER 2019 – AUGUST 2020) DTHER: TEMPORARY WHEEL WASH X X X IdeDt * UTILITY INSTALLATION s \fr 4- SW Bellflower St PHASE 1: TEMPLETON ELEMENTARY, TAXLOT 2901 (SEPTEMBER 2019 – AUGUST 2020) Iv PHASE 2: TWALITY MIDDLE SCHOOL, TAXLOT 2700 * STREET CONSTRUCTION SW Pip pen Ln SW (SEPTEMBER 2019 - AUGUST 2020) The Church Of TAXMAP 1S 1 11 AC * FINAL STABILIZATION * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. 64nd Dr $ SW Ashford St {SEPTEMBER 2019 – AUGUST 2020) }, ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. Jesus Christ of Latter_ ra SW 1/4 NE 1/4 SECTION 11 T25 R1 W WILLAMETTE S Surnmerfleld (}r 1 SW Gre�enin L:1 MEDIAN WASHINGTON COUNTY, OREGON TOTAL SITE AREA U tVel`etdbc PHASE 1 : 548,860 SF = 12.6 ACRES A-0 sq4s''`� _ •�' s Hamlet st PHASE 2: 678,079 SF = 15.6 ACRES (f) 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 ACRES0 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 O OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN _ ON THE PROPERTY. N WILL BE SUBMITTED. 1,, .{J i,�, ci 3T - CORNELIUS AND KINTON SILT LOAMS, 2-7 PERCENT U PMD I • v , `l. �`y .1 �� ; 3. THERE ARE NO DRINKING WATER SOURCE AREAS SLOPE �,\ } rc l mow/`' �� . \\, ON OR NEAR THE PROPERTY. - WOODBURN SILT LOAM, 2-7 PERCENT SLOPE CC INITIAL °l ) I �If .. / - ALOHA SILT LOAM, 2-7 PERCENT SLOPE V 1 lill L 1 I l l co -6 INSPECTION FREQUENCY 111 /I', ilill,,ry -"I_ lJI . Nli�► v� p �� i�- - \. I f ' - _ .- HYDROLOGIC SOIL GROUP C, MODERATE EROSION —r 4 _/ j • \ �"� i ^ f,` " I j POTENTIAL AND 1.` j1 V �)S�} w�j► /� L �.� , ii /, -= / HYDROLOGIC SO1L GROUP D HIGH EROSION POTENTIAL1 /` I ', �/ tic/ \ - f�/ 4O / i��\ 1 moi/�j - o SITE CONDITIONS MINIMUM FREQUENCY -I II !>r� ) ! �r ��f 1 ' • / \ \ V-, /:/ / I I ]S l • ,,f • r •/ /,� \ / / / 1U CO G5- RECEIVING WATER BODIES: 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING ill ...., • ��%�_` Q c� ti RUNOFF FROM SNOWMELT, IS OCCURRING. III '/ I/ '� �- // `�`` I �" / / / /' ° �/ �` / f / s d 1 r / / / THE ENTIRE PROJECT IS IN TIGARD AND SLOPES FROM 0 0 AT LEAST ONCE EVERY 14 DAYS, REGARDLESS �1! i / I I ,/I'. • . /// �- ii ;''// / / / THE NORTHWEST TO THE SOUTHEAST. THE DRAINAGE - 1• OF WHETHER STORMWATER RUNOFF IS , / y• / / ' K _ / , / / / / FROM THE SITE ENTERS THE CITY OF TIGARD'S STORM � -0 CD r OCCURRING. / 4-1`,.;/, �I1 1� R /� / / N . / , ' / / - / �, I J / / / / , • SYSTEM AND ULTIMATELY FLOWS TO FANNO CREEK. L C ) c' 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND ; I rli i l" 'A / - i TWALITY MIDDLE ` -- r t 7 ,"%'/ / / o — co _ _ IN ANTICIPATION OF SITE INACCESSIBILITY. SEDIMENT CONTROL MEASURES ARE IN w 1-1/C'1/7/ I« f SCHOOL / .. °�/ ' / / / // • O c� c77 WORKING ORDER. ANY NECESSARY ' 1111/�Il• 'r / PHASE 2 f`Yr I / / / o O MAINTENANCE AND REPAIR MUST BE MADE = /I11r * �, l ij', �� /, �' / / / // •�., PRIOR TO LEAVING THE SITE. 'Olt /4 `a / % / / / / 4- 3. INACTIVE PERIODS GREATER THAN ONCE EVERY MONTH. ,:!�� , .Z;-.-,• �,,`�' I/ ./;,r1/ / / 1 / i ` FOURTEEN (14) CONSECUTIVE CALENDAR DAYS. "' 11( ` !� : , • � ,/ �. ./ ,� / ! / I 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR •\�/� \ssi I51/ 1 I ` % / ;.."4 -i I vr INACCESSIBLE DUE TO INCLEMENT WEATHER. DAILY AT A RELEVANT AND ACCESSIBLE /. - / . • � I //;;,..., 1 F o . 1q3if DISCHARGE POINT OR DOWNSTREAM LOCATION. — - r �' IIS /1 ,/ ` 'A l - \ • 1 _ \_\ _=1 PERMITEE'S SITE INSPECTOR 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY =, ' UNLIKELY DUE TO FROZEN CONDITIONS. UPON MELT, OR WHEN WEATHER CONDITIONS M4 RQoc+< c°-.� \ \ -- ` _ _ �, \ AC- \ _ \ a �° / r I. �- ,�+�„�„� �� -, NAME: DARRYL GIORGINI MAKE DISCHARGES LIKELY. - - `� _ / - - �' COMPANY/AGENCY: TRIPLETT WELLMAN lit SW Fifth Ave., Suite 2500 ) �// �' ■► 1� \ ' �/ �� Portland, OR 97204 le F ►/�'� /' + // / %/" / PHONE: 503-348-2363 / ` `�? ,//1` / // FAX: — � OF: 503.274.4681 3251 * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT a /-/ . PRE-K/ DISTRICT N. i / / , INCLUDES THE INSPECTOR. TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND f .— Jr r + BUILDING ////- / j/ A E-MAIL: DARRYLC�TRIPLEI EXPERIENCE AN.COM www.xoff.com CONSTRUCTION LIMITS MURDOCK ST. ,I. I , I / / l //(z,-- -I , DESCRIPTION OF EXPERIENCE: 20 YEARS EXPERIENCE —,__ _ r,; <.'!,,. ,,,.,;,,,i :::, • //// r // * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT — � `i I`:.:: ; i''' /f / //'-' ////�� / / /{I REQUIREMENTS. di, :—,� a� ,�` I. .a 4 // // // // 4 i // /l * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT r 1 / la i s ` '�{rl, PHASE �/„ r / / // / f // /-/ ' REQUIREMENTS. LL' ► _ - / / // // �• f ,r<`<':-.. .-y• . . .� i t..1 / �.✓%// I // //j iii * RETAIN A COPY OF THE ESOP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON 1 1'-- it iii p`� /////i i j j j J J // j/ �' (D REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF I,� TEMPLETON : L -f j/�/ /// / / J ( GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE I I J /.Y// // // / / / s \ , SHEET INDEX 0 ELEMENTARY �/ \ CONSTRUCTION SITE OR AT ANOTHER LOCATION. J�/// / //' / / I 1 1 ) } key plan Lu .,I �j�i SCHOOL rj r <// '/ I I � � / %/ • / ,%i � - 1/ ( ( l I I �� > ATTENTION EXCAVATORS I / / ti / r I i, O 17/c / / // / / / l ! / / 4 / / ) I SHEET SHEET U OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION f• /. / /// / / I l / \ I / /� I ! SHEET DESCRIPTION phase BID & PERMIT NO. TITLE U CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU I , / / / 1 ( II /_ ? ! ! ) MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVEnr / / / / CD ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER II / �// / / f \ / II I ` i I ) 1 1 07.0 ESCP COVER SHEET a , / I / , e / _ /// , N AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. ! / - /� 111 \ (311-",--) am / • /�// (r 2 C7.1 ESCP NOTES date FEBRUARY 8, 2019 o i ) I I NI I . <Lxl ISI I S, / 1 11 1� / 3 C7.2 ESCP EXISTING CONDITIONS L - �� 1 /.•.tea revisions co �_ 1 \ .r=moi 4 C7.3 ESCP CUT-FILL PLAN 5 C7.4 ESCP PROPOSED CONDITIONS 0 I I 6 C7.5 ESCP DETAILS SITECL 1 0 MAP 7 c7.6 ESCP DETAILS 0 c SCALE: 1" = 150' Q project # 16055 N ESCP - COVER SHEET co a 0 N.- t,-,O c,-5NC 7 C'5 U ■ 0 rn_ ,z 0 CV W Co J CN LL 4.0 n n , Fv. L -Ai 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 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.I.(3)) DURING GRADING INCLUDING: COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. A. COVER EXPOSED SOILS WITH TEMPORARY SEEDING PER THE AUTHORIZED: 1 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 A 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) lair SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. I B 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 DEQS 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.) 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR � 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE2. 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 (7) CONSECUTIVE CALENDAR DAYS, THE 2. CONSTRUCTION ENTRANCES SHALL BE ADJUSTED AS NECESSARY WITH 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. C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) Architects, Inc. (SCHEDULE B.2.C) ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND 1. ANNUAL RYEGRASS (40% BY WEIGHT) 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT 2. TURF-TYPE FESCUE (60% BY WEIGHT) UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, U-SHAPED FILTER BAG IS REQUIRED FOR ALL 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR 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 3. FUEL STORAGE AND FUELING ARE NOT ALLOWED. THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE tel 503 226 6950 fax 503 273 91 92 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.I) 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 LANDSSTREAM 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 CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE REQUIRED 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.I11 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 02/07/19 IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO CHIPS, OR OTHER APPROVED MEASURES. �k-�Ed PROF fSs 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BE PRESERVED ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.C.I.(1) AND (2)) �, ac o N EF -04, BY 50% AND AT COMPLETION OF PROJECT. EROSION AND SEDIMENT 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED INA STABLE �' 73701 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, ---- -.-..----'j-:- ------ 10. PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW :IGLTA:::SIGNED 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, (SCHEDULE A.7.A.V) MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE ON SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, ,� 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE. (SCHEDULE GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND STOCKPILE. Too 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S A.7.B.I.AND (2(A)(B)) APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION �v[ MARK pEoy 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 I EXPIRATION DATE: U/31/19 1 TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE A.8.C.I.(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. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION 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.I) 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.8.C.I.(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, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS.(SCHEDULE A.8.C.II.(3)) ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE DURATION OF THE PROJECT. 17. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE A.8.C.I.(7)) LANDSCAPE SEED MIXES PROJECT. 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST; THE TYPE AND 18PREVENT 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 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.II AND A.8.C.I(4)) THROUGH THEUSE OF APPROVED INPROTECTION MEASURES. ALL ( }} EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE TEMPORARY AND PERMANENT SEED MIXES: LANDSCAPE SEED MIX AT 7 LB/ 1000 SF. INLET PROTECC TION MEASURES ARE TOOET BE REGULARLY INSPECTED AND DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. 19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. MAINTAINED AS NEEDED. V (SCHEDULE A.7.D.II.(5)) 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). 20. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OFSh- + FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SCHEDULE A.6) SEDIMENT AND SEDIMENT-LADEN WATER. (n 19. THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE 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 AN D SEDIMENT CONTROL BMP 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN 0 20. THE ESC MEASURES THE CONSTRUCTIONSHOPERIOD, TN N THIS PLAN ARE THE MEASURES SHALL MINIMUM EREQUIREMENTS UIRE ENEEDED TO ANTICIPATED COMPLIAN CONDITIONS. H DURING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS IMPLEMENTATION : ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA BE LL WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE REGULATIONS. FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.I.(2)) 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING 0 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, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX 0 FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE INEMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION -C N 22. FINE AREAS SUBJECTPAY TO WIND EROSION,HEE APPROPRIATE, MULCHING,BMPS OTHER BE USED WHICH MAY INCLUDE THE APPLICATION OF MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND ACTIVITIES. CAPACITY. 0 U N WATER SPRAYING, PLASTIC SHEETING, OR OTHER APPROVED MEASURES. ti SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A. 7.E.III.) 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. 2. "STOCK PILE AREA 1" SHALL BE MOVED TO "STOCK PILE AREA 2" FOLLOWING 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 V 0 (SCHEDULE A 7.A.IV) PICKED UP AND DISPOSED IN THE TRASH. -= 0 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 Cn }0 L RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING WASTE AREA 1" SHALL BE MOVED TO "STAGING, EQUIPMENT MAINTENANCE, FUELING, (� co RUN-OFF INTO THE STORM WATER SYSTEM. Cr) 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.B.11I) PORTA-POTTY, AND SOLID WASTE AREA 2" FOLLOWING EXCAVATION "CUT" r""'- - TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS (REFERENCE DETAIL 1/C7.5). SURFACE ROUGHENING ACTIVITIES. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO CO -- 25. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION FLOCCULATION, FILTRATION, ETC.) FORj IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 2. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE Q Q ti 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 o 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. >wi 0) MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. MANUFACTURERS SPECIFICATIONS. (SCHEDULE A.9.D) 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN CO C7) 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 EXPOSED SOILS BY OCTOBER 1. 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. 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR CD - 0 AROUND THE PERIMETER OF THE STOCKPILE. (SCHEDULE A 7.B) �j - - co L LO 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 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.II.(2)) ACTIVITIES. 6. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A 28. CONSTRUCTION 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.I) 1<rifi 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 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.I) PROJECT. 30. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE 111 SW Fifth 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.I) Portland, OR 97204 MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 0: 503.227.3251 31. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND F: 503.274.4681 9. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND www.koff.com SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.III & IV) 10. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED 32. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE 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.B.I) 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.B.II) 0 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.I) 0 POINTS. 35. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR key plan 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING � 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.II) PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. o 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 OCTOBER 1. EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY 0 EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS w WITH LOCAL REQUIREMENTS. (SCHEDULE A.8.C.I11(1) AND D.3.C.II AND III) d, date FEBRUARY 8, 2019 N CO a vl I 0 J - J Q project # 16055 C) N CO ESCP - NOTES 0 - Q co,- co cp CSN MU C7 • 1 rn . 0 N ui CO J C\I LL r - - , LI! , , ,,,,,,,,,„ ii , ,, ,-,,,.,,, ,, SHEET NOTES • ,i�l�'�r'' 1. SEE SHEET C7.1 FOR ADDITIONAL E5CP NOTES. 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN --: I DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR I rw LFO _7.0... - -........\_ Fafte85 S 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE 1 I ® L� °""' i w SWEZSTREET W w o CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF " 1 . �__-\- ' ;. =a<• THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR - y: �+ -. ,it UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND Dull Olson Weekes - IBI Group 1. c - �r ��`L j . ,..Fai,. L-.`l�- f. .,._/.::'.•:•'T'.4.•: i _-__-:-...r; -: •.r/� 6 6' - i°'' It: .�/� , s r- \ VVV PERMANENT VEGETATION/LANDSCAPING IS ESTABLISHED. Architects, Inc. '"T.1 N !NP Y ! S `� ll I M'� � ,a�� „ �V .r ! w �� -41le' \\�\\ 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED • iii. ` "RR ' ,/ * IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, F� ,( 1'��'� ' "' ,, r►/��: � ' Y ';.,4�3, 'air sF \ \ AND 1N SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND 907 SW Stark Street Portland OR 97205 USA �. \�I► "'. �w`� �A """`' ` " - tel 503 226 6950 fax 503 273 9192 .� \ / �� - .,: 4, �, , \ SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, /'� 1~i ISO • �'•':�: \ www.dowa-lbtgroup.com www.ibigroup.com ' 1 !•, \Li qR� i �►, �► I 1 ' -^' ae� , ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. �rwiY�;,rY�- '; r 1 1 444*=-_1: -., � �/ \ 5. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON I.:: -�J+ �`4‘�r�v r vid.,, 0�`�� ="`' tri , , ' °' Q + COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS AND I I :Q� i�-.,AYY. w Ali f , .",■...1lr..r., r ,.a• - .» ;77*(��:: �� \ T�l �$■. r 1 • r�.Pen ,.��:.�..i 1 i,, $ ;Vfr I M -***.; = :; ._o... ti' � ( '11� �l, �� INSPECTIONS.` 1 .�� r i► �' �. ! f i.; , :�wrxl ,n,m rmis Issru wu. AA AL ie ow 1 ►�.��yi+ ] f � :� .:. .� l ` V ;xs r- 441. E! .y .• ; l 6. DISCHARGE POINT FOR THE SITE DURING EXISTING CONDI110NS 15 �° ~-��I Ahobs '"� ;` , Y� - +� �� J --- / AT THE EAST EDGE 01 THE PROPERTY. `� � / '��; ^`�►��:4�f ... � VIII 10.0,4fr�•'•. � .A, �a..�..-i•.. . � � � J � , � `°" (1�� l4- 1 aR Tom„' 9 � . .:..�11-Y. Ar R� ,, ! Iflf,�,�l 1ti / 62 67 19 $ I ' � 1.•/ .► iaRMwnr �I' =.�� , • I �� _ / f / - • r / PR `CI �� ;� , \ • + • + i� - \ / \\\ / t 7. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE OF � G l N `�O 1 "' i' / �� ' � \ � 0 1•� • %�9 / H _i..:-. ,y SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY DISPOSE civ FF 'y / PP/darlv.iplrit /_ e. o \ \� - _ / OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY SEDIMENTS 79701PE _ ' ti' :; FROM LEAVING THE PROD T IMIT . - i: \ �,�r�il ' 475 l/(/p � \ I.I ��,,,.:..�`..:_,•-..tom•',, '■.� � : ''"'`' DI ITALLY I NED t . w /� \ fll 1 1 \I "':( ORLGON J / R'= TR REMOVAL AN T R . / S EE EMO L D REE PROTECTION FENCING SHOWN FOR r � 1 � . ..III► :Y .:. rll:° REFERENCE ON THIS SHEET. S L PANS FOR ADDITIONAL o .. . :. 1 / EE s L �. P 7 se / I ' fIlkii 's .fr / +• \ •.`i ;: INFORMATION AND TREE PROTECTION FENCING DETAILS. U� Al ARK �0 c Bo trivriqj:4• M ahh.''- 1 I /., / / / 814• it, /4, _/ t EXPIRATION DATE: /MVO -- ,..... / -411f/ / '..7-...::;,;.:?:.. 4,...:-::..•-•.:- ..-::',.•-;-.:•;:::!-::-;:-...•1:-.4,-....:•--4.:--,„7.......: . �► IP EROSION CONTROL LEEND • 1 "-17,' / 7 / /1 Cki„, fiti-1?, „wile•� ifs. - \ I, `� ,.�1 1 / / I ' ! a�a.. / . / k J / ;<.:= LIMITS OF DISTURBANCE SHOWN y � * I „�` / = / �� 1 ' OFFSET FOR CLARITY • +' ••.f).-:.:.*. a /. :/ . �►f `��Tr / / + ' 1111 / / / p 164 — EX. CONTOUR MINOR © 1 / / `= � '�� / 111 / 1V J / I :s , ; \; �� I. +® / a" / , 011; / / / Mw. -- 165 — I €,4101 I / 7 . , :47 ��"-:' di Ii / / EX. CONTOUR MAJOR r., ffr� ' '= . : ` / / '• 441p / / / / 151 CONTOUR MINOR FG SWF MBR OKS ��, ��, 1 ' i : ■..■. •.A`-., . -` �:1� :I� =•� / / '� •,S� / ' ' 0" �.:,':-.'� :'/ 0. = � ////1 / / 150 CONTOUR MAJOR (FG) — ' `1��r�• 1 / 4.� / / / a4,,,, 5 1I-•' , %. /' - /� ,, l ( I °� / / s. - - _ �;� ' �' • i+-:::,:.:14,,,, ; �1: �+,- / IP \�'•�� _ k`r•. el [ / yO PERIMETER CONSTR. FENCING , 'it 1 � •7 _ ■- H/1":"; 411.1.1..?" 1 1 � / •.. ' /2 ► � +"�.- s / 1. TREE PR011=CTION FENCING �; ' "�" ' �► �. �1 / ,, / / / O (REF. LS PLANS) o P ' 1 .cel:: I I 1 ';.,�;�0 /•;;•. 'a: � •_�... / _._.,,,. Ii / 1-.,,,o R / //:_,;„,:.i.„,z..„. *- ® SEDIMENT FENCE Aft I I 1 / / 1 °" // / �'► --�� DRAINAGE FLOW DIRECTION '-1 q/' � -..-- 0/,, r. ;:,�.� /� / — �6��i.i%i�l ::::: C5 0 / '/, / / / ( II ( I�!�1 Aft, , - A / / C7 5 O I CO ,�, liffi- .;9.+61 ,, x.slo•Ywrxa4. I+ -r• ■.r,.... / / I I I �� iiiIN IMP RAY: ` , _ 2,.:1::474, „r� ' �'' �-'- 44 i'�`®_ �� °'� / // � � � (DI INLET PROTECTION. INSTALLED C.� N o.. d �.�::.:_. -_ ► / / / 7 ,,,,,, 0-** --: 0 1 / /. / 1 UN11L INLET IS REMOVED. 07.5 • L.i_ • •� •,`-'21-- •1:7!:;;;::. ��gti�: �, �i' - TLV ,01,0,,„i .. :•R•. a 411°:::, 3 O // ° 1//:/'//::: r � 1 .:.�.=::' ' . 0.•10••0' INLET PROTECTION ,,y i.41:::(4,iti::::: , PORTION OF TWALITY MIDDLE / / _ I ..��,s------Ca,' ‘ i 1 i r' \ 5CH00� BUILDING TO REMAIN 1_� 1 / ��+f1�f[/ / ' ' '� - }� lit' C7 J �.� / 'r1V 1r ' , '4co SEE ARCH DRAWINGS fOR �� ".""""":":":"":":"".""":"',"""",".""7"""--"","""". ♦ s EXTENTS /- / /.�/ f 1 •. F..r ..' j — ..'. ',(-• r : �' mow. s / 7 I =" STRAW WADDLE ON SLOPE -C3 CZ M FT _izt..._..., ,S) ..7_'4" / '''' ( // // ) 1 I 1 \ ..,,....:,:-..:,:!.,,-.„.;f::: :-.- ::.•_..- -;-'2•-••'•••:.:•.-. ( : 0' .- .. • 97,.., -Si i +� 47 / Is , '` co- i\ \ \ •�� / I \ \ ., . �.::• 4. TREE TO BE REMOVED O 4041,4K .:-..- 1/4 ••, y... \ I ;KK co co R a _� `/ \ , ''''ILN,N.w // _ - �\ N _� �j.1../7 � // V4`y / o co r, ® 11111111111111111 . ..» S3 CD CD I �� ..� ► � '`o. `; , /\\ /if,' / / 2,_ \' 1 , \ 4BUILDING TO BE REMOVED - -1-- 1--- co Ln Ln O } ♦J �-.% • �_ . _. �,�`` '.__ `-- \ \ \ IMaif :r''''""T"j'""'5'''D:1 /�; ��ppyy�� OyyN/ /- = c: ----- Aio isciii \ _ _ \ ; '7 �lT:,RYffwF£JxE / �J �� 7- . '''• it. SW MURD STREET ' - oo A.,i°o9as y , - + /i� . ,i / �� ^�1ry a 1[W] I_►� � �„'r�' 1 -- � .^"• �yy - IY.i F ° === U i Il i Ts!� _ _ i%nj •i ri amrr raw\ � \ � l<Piff — /�•- _--amp' - ' .9':w.s.S t¢-- n 3•-' 8"35 8"55 /: ass / �� _ OHU / .,i .6,-- — — �l� �y/ °~ R"CS, It s. s„ss 1 'sU GATE u.,i� / .r°fmTArLeM°R � ff5DI ___J_L_ \ e :---- ) _Z_ — __ / r ..-! ---7--• \) /� ::•.l:'.::•:.::•::'': /1:1:::::1::::::1::::: : in\-- :Y1' V I :•:•Z:•::-::.:•::::.:•: ,/ :: A#2 / / I(i /// / / \1/ 111 5W Fifth Ave. Suite 2500 /// ..::.:.:.::.: ::.::.:.:•.: ':.:..:. ..::•::,:.` r ` c� ... ... \ / Portland,OR 97204 __ :' :::.::.::':.:.::::.:::::.:.:.'::,::,0:0:0:1,:::'• 0,::0:0:::::0`:: :.. — `...: / / 0: 503.227.3251 �' _ � � �� :�� / �:;` :'f.�-= -.� � r< / F: 503.274.4681 __ :-':':�::::::.:.::0:0:::::0. :::0 � / / i .....<, .:.:::K / / / www.kpfl`com J IF 1'' \\ \ / I . . . t ROCR , f: � �� ` ::::rfl~:::::�:: FF=260.4 (e, . � '-;, / \ IO \ \ (117 , ..,) / .:..; LAMES TEMPLETON ELEMENTARY5CNO0L IY :~: / ----' / % / / /i z 7 ____L PRE-K 1 DISTRICT BUILDING / / ` - /-*; - .- ' • I :� I // • + FF=267.4' ..: ••••:::::•.: ....../ // ) F' P,Y AREA (i1 ( 1 4.„ _.. ,/,... N :„ —ter 1.::.:, :;. _iia:-:.:`%::•-. a ; 3� ::',.).%:::,..:1.1:.,....:-.1:.;:-.-4:. /. u / 1[G] \ )[Gi —LIG[ ' i e / / SW MURDOCK STREET /j + r ....."0:1::01: . :"C:'i';.:'r..:a,: :..: •;. 07-.::::•:.-...:7.;::.// //. .� /v/ / // / / I - ro.> _ '.iJ.:'. E•. ,� '•'r'. ' •..!/../rr fir•` ....'• r� / 0 El I I '} ' `� Tn.nr1 - oR. Ib :!I/ r,Y' ' A .. I / s 1 ... . I rN. 7711 F \ N y.r' .+ /.,../\..,... / Y�: . 'i i .... \ \ '\ I— 11 i •L � .:V�`.. f '�■■'�ii •ii:i- �" 10:19 r � �� • . . .� � ✓� •:..11-11%-� ' / AL 1 / ,:•%•:.›.. . — '•i••i••i ,EI.ul I/ , 1 i.,....::': :..'...::::�.: :: ” en - YI D r'' :+ './ \ •_.:_. pir . : : :: '.::._:. ' t' ,'ti . / � Y. :.. ;;i / ♦ / / / phase ::::2019 „--- _______ j: ,r:..•a'.'•'.':.'.7aaaiitat iCO . °f:':::'. / / J, // !' j::; o I Qom• NO,• �\ r(ii,l/1/, ,� s : //// 4_ �': / / / j revisions y. co 1 0 1111011%,4 r- \Ni rit: - . - • i 8 — — — — _5 �4�” �� ' :1 /�I// / /°---/ / J/ 1 // , SCALE 1 INCH = �0 FEET Cl--I ` •N, • // �' • j I" "- .1i' --';'•.,:',::::.7.• / / / / / 1 / / / - 1= = 1111, 1111, WI. [1{ b. -4• a f..`. i;1 / 1111, 1111, Q I Rr / % /` tii: '•` :'� .;-1'''''...1// // �� / / / / ' / // / r- 50 0 50 100 v I // / \µms • / / / / -: lam. .: // , :.� / 1 / 1 1 J Q project # 16055 do N ESCP EXISTING M CONDITIONS0 0 CD IL- �o MNC 7 • 2 c,,j a7,.._ �Z 0 N LLI CD-I N LL. ___(,)-- (---------0,------") L _... . ... , ix, I I , , �__ ,_.�,� I 1 SHEET NOTES ' l 1. SEE SHEET C7.1 FOR ADDITIONAL ESCP NOTES. / '� ` I -it? 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN 11 tilt'. - DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR o ' I I — DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, 1 I B I 1 I 7.#-. RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). ...\61'--°---,' 1 L �__ j,� w - - 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE / / j CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF �n ' " THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR Dull Olson Weekes - IBI Group 0042, if/ / \ \ \ \f' '.' I • - — - UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND Architects, Inc. C;13- ,r- \ *,`` , 9 \ • z PERMANENT VEGETATION/LANDSCAPING IS ESTABLISHED. N 1 \ {1 �0% '' 8i:1 ,,„_ . r ‘, , , `s • . '' 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED SW � :._ ` \\ IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, 907 SW Stark Street Portland OR 97205 USA ��►`� `_- ■ w --�w�°i� Wiz- � _ ��` '�0 z CO \ AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND tel 503 226 6950 fax 503 273 9192 1 1 h.- _ Illitk %�p,4pl ri '�_.'7��,�� -'. '~sr' 21'� .. s�*� r'�► - \ \\ ` \ SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, www.dowa-ibigroup.com www.ibigroup.com r .. .�. a i► ! �,! !': :�: \ I I i ,l� �yNi►��►✓�T• r �• •��j��.� r'.�y��j�,f�.H'.,: �. A s1* r r b 1 1 r r Y r r +r ® ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. I l�- s-�X-a�-��--M,-,►-s-'s�,,•-r.�,� -��-� ••-�Y=s•��* -;R•:•; . +r. -1 !��. s� :t• \\ is .: ,� s � =• .�. �, �►•-.r• ^a.. .�„.*-7/....,V .. M% `71101111iT;:::: *� % '� I I i +'�'r 'rT.,*C.:0,.'tiw'�' O �?.vr'ri.'rt.4,ms's+t's ,�l�.�15. Jr '��1 / 1 Qj t * �� \ . ,y �rgl.w4!I"1'►�Olaf,&.W .1 ��+' cv '!�; 1••I�'~I 1 ��`\' _ �� y` 5. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON r 1 I .17,04,(41,Y�; -. ,'fn i,. ,404;,�,��Y. s �Ar��,x�LI I �� ` COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS AND f \ \\\\ INSPECTIONS. + Oa - a - Aft , - _- rr - `i.►• 1 I .-; •. �! illib`” I�`1 �71 ' 1 I I�m�. + \ fi. DISCHARGE PDINTFORTHE SITE DURING EXISTING CONDITIONS ISII I I I } 1 L I 1 I 1 111 I 1 I � . / 1 _ \�I/i- _ ATTHE EASTEDGEOFTHEPROPERTY. ozro7i 9 1' 1l 1 I / / / ,I I I I111 I 11 \ 7, o / / I — u �"�` 7 — yt �►�'•.��► . � a �. .r \��EDPRf?FEs�i1 / I I I / I t 111 1l \ `� } / / i 7. TREE ROOT REMOVAL MAY INTROQUCE UNANTICIPATED SOURCE OF v FF ti / I / / / h } 1\\\j 1 1 0,� 1 \\ I ��' 't�r #4101& - / ''� / / / /' SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY DISPOSE 79701 PE l 1 I 1 / / N J ` \\` 1 /�� \/(1I / ►*rif .` �:� _ _ r \\\ 1B It / / OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY SEDIMENTS ,----- -----7- ----- --- 1 f� 1 I 1J \ // ^J .•:A ?�\ 10��, , 1 1 J // .<` :i�COVW 5 •%� � ' - - -- \��a<4_.I / / /.. // /, ,/ J i J FROM LEAVING THE PROJECT LIMITS. DIGITALLY SIGNED 1 � / 1 ) / � / dm .; / ,, ►o \ ��*. _ �y1 / / „- OREGON II ► l 1 / I / '••,• �•❖ %►i s / l ��\\ \�\ `► �►��•. / / / $. TR E PROTECTION FENCING SHOWN FOR ,o 'Ui. to, x�°� p / EE REMOVAL AND TRE I i o �I 1 i II � 1 I I / � / / � � "3/ • � /1 \\\ \\\ � A � � / / � /" REFERENCE ON THIS SHEET. SEE LS PLANS FOR AQQITIONAL '�G� MARK ��Or-. , 1 � I � ;;`�.;��' �/ / - � ) \ ` / � / / // \\\ • �\\-'� / � � // /' /' INFORMATION AND TREE PROTECTION FENCING DETAILS. L / ..,.. / / \ / / EXPIRATION DATE: U/3fft9 11- 1 i / / I r i V \ / ( 1 i / / `�`3 / r\ _ � / / / ,. / / / \\ \ \\\� �;• / / �/ 1 1 / / I I 1 I �l I 1 / -ti / _ J • � �// // 1 \ 0 ,�'' ':�� / ° / \\ \ 111\s" / / / 1 ` - - ' - ' — ` \ EROSION CONTROL LEGEND 1 I I l I ! / / / /1 I �� J r� / / / —/ 7 // // I 1I \ 1111) }11\ / / / /r 1 I / / ;;: , / / a / / r- — / / ! 1 ,. }11/7)///////\ /j//// / / / ,•�` ) Ill / / LIMITS OF DISTURBANCE SHOWN '1 i / / ��y�I �•� � �,a, / / / / / �� — / � / / 1 °��_x- ;�. / 1 1 1 Ir /�/// / / / OFFSET FOR CLARITY 1 I I I it / 1 ! / / / I / / ~ / / / 1 IiJ1IIj /1I // / / L� L� ,' 1 1 III 1 ! ! ! / III 1 / / 7 / / \..- _1 \ 0 ' // c / I 1 I 1 I // / / / \ /I . III 1 / / / / / / / / I I/ ► / \ ` t\ / / /) / 1 11 1111I11l1� I / / I �/.....---- / 164 EX. CONTOUR MINOR °,v 1 i ! I 1 I I / / / \ / �' / 111 1111 / o / 1 / ��::•: \ / / 1 1 I/ I111Ji1111 / / l / — — v� EX. CONTOUR MAJOR 0 1 I 1 1 1 I I / / / / / / \ / / / 11 //I I' / / / / / o 1 I. 1 1 1 I II 1 1 / 41.% ',!,'• '''•°0 .` / / / i/ / // / / I // I II�� / I / / / I/ // / 151 CONTOUR MINOR (FG) — — II- 1 1 I l 1 I I 1 i C'.••, .' / / / / ' / / 1 °" I ///l s Ill/j��1"" I / / / SW PEMBROOK 1 i '- / 1 1 1 11111%.4DIYFA. .:: • r . I / 110.0X;.•\ - / ) / ° /// //// /// I / / ' 150 CONTOUR MAJOR FG ' I 1 I 1 / ••�� / / / / " • / / PERIMETER CONSTR. FENCING STREET 1 1 1 1 �; ..! / 1. •414 �:•.� / / / , /// ///ei , . , / - - \ 1 Ill 1 ' / ' ' ' // / / / �' '� / \ 41111011'; • ;:,'•;;CO 0 / II I / // ,/,- F; / / /' / 1( If I( TREE PROTECTION FENCING / ` I I / / / / / / / / +/ / // //if // / / / / / (REF. LS PLANS) }6 "` f y / / / ; , / TVIr�rL[TY MIDDLE SCHOOL 44iir 1 ( I L -- — / / / 1 i 1 /I I 1 I I, ;.;� / it..., _ \ ` I I / /%/ / -- / /' / �..�\ .. c) / I, I / , _ _ �'��moo-=:-`�`-. ':,.;: •- ,. \ / / ;� / // / / / / CS_O G SEDIMENT FENCE � �. • : / / / �+ r�-' rt— / 4 1 j /I I , ;:' \ •;•�' // //?qtr;; ;?, I / / / 4►""► - '- - DRAINAGE FLOW DIRECTION / I / / /�"In . / 0'' • / / •//--4- / / / _� w /,_ I / / / / 0 f/ f/ I/ 11 // 1 4 _i , ' / / / // / `�`� `�� GRAVEL CONSTR. ENTRANCE C7.51.1 / \ >/ atid J / / I i. ' 41" ' ,. / / / �� Ip — _ — l / I I I ` \ 0��.i•� / 1• / o / f T/3/ I '/�l/�l .� / /' / / /r ' I I-Jr V /e 1 / ....� ,, I / /// //+. h / / / WW WHEEL WASH 10 ��,/ �t i 1 0 / `0• 4#4?"' / / '/// ' i/! / / / / f. 0 ,.= ...:1- -- J 1_ / , • .a \ / / // / / tr._ , I 11i= I • / / / // 4� `� ?: // ` I / / %' /, / / / / IP INLET PROTECTION. INSTALLED (n/ ! �i / ,/ /i, / I ! UNTIL INLET IS REMOVED. `'' +_. /rt' � I / /4' CC Q /7 1 , •;It / 7 / .,_ ; : � '*•• ::.lap 1 .Kv 1 // ///// .;. I / / i I ❖.. V � O • J t ' ,, \ ��* I // /,//// / I I / .❖.❖. CO V L cv 0 \ '•:. I / / / ////a :. / I i I ED) �.❖.❖.' INLET PROTECTION 3 .� L is 01., , , / L \- !1/ �, :,., '..•0 ••�. \ ,- fir/ ` \ / i �// 11 ',_...,.:.,/:.. .�' /i L--- 11 1 I I il � • Y •, 44.„„„„4„4" •. �; • �l / //// 1/ / �/ / 1 1 ®�I��♦ STRAW WADDLE ON SLOPEVir N i , /4 / , // A1;�X' C MIN C7.5 4 `_i_\ 31/r- I . - 1 ys_ \ / r? 41111.411103.4::44.1" 1 � / /ii /sem, : 1 1 7-- 11 j BB �� U BIOBAGS n 1 / I \ `ir ��. :�i > / 1 1 / // // I ////� 1 I �— I r►r • ico co — 1 \ '1h \ / Y //// ! sl �- \ OP OUTLET PROTECTION C�C7.5 CU - 29 . ...� / / ;/ \ \ f // , 11�/ 1 K Lo o 0 11 II Ili o 1 it, Iii,��,'- --0 I'L ', /-` ; / _ \ \ \ .," 1 // ' //i /�/ I i , —7 i .. co Ln \ ■ } 1 ,:�: +*'�1' .;,.; \i \ / p \ _\\ I °��// / /1/'/ ��' 1 j _' '/ • i 7 F." --: �+-: .ib,' .� i 1+l �. ., .. I. •�`� �� •'0 \ _ /// \ \ 1 •• CO CONCRETE WASHOUT 1 _ 1 `•.• '•`4,6 ,r�.� t•' .•.•�'�� O• C 1 / \ ` - �' //�/l/' I \ \\ \ \\ \ 1 l //' / \ C7.5 „...- iji : 'ilk.- s%t+s• .,/, \No, \ \ \ \ 7. SW MURDOCK 'N ig% I� \ N � / , �' lip:i :Iff,4- — �, - ' 1 \ - \\ \ \ 1\ j / STREET o ,--=- _ ■ a r i �- _:� �'' ' ? • �! \ _ _ _ _ _ /_ / - 'Tiff �-- / = . . , . ., ,.�. "/ ISI i'1i iil1 n /. _ '2 ... , � -- \ \ fr I • �� 1 / / / / 1 ' ' �' / 1 ••,� / 111 SW Fifth Ave., Suite 2500 // I / / r , / J— tps.,D / \ I / / Portland,OR 9720a } / I I / / / �� / y \ 1 0: 503.227.3251 / /• / �r •••.,�N�xx•NN\`Q�Q. tisx..aeC.,.•' \ \.\....\\.\ �� 1 ,. / / / F: 503.274.4681 \ \ I I -,/' /, / // �/ / ` \ C \ / // / w,v,v.knffcom ,, 1 / 1 1 I _ ) / �4 ` / // \ d 7 ,/ , I I a 1 1 ' I / iliw / 1\ \ \ - / / I �• , 1 . , i al....."/ , ...., /\ s,..iii, \ 1 I ! / / // // \ I I /// } i 1 1 )` PRE_k/DISTRICT BUILDING / / • ...._/ /-1(11400.......... ........../_ / , 14/0> 1 11 11/ .... 0 o N, �i�- - . — — �, - - I�, ��/ I \ / ,� / ham / � �/ / // / / / / �--' - --k� - \ / h { �r •�• N / / / / / / /// / k L' y plan D I 1 l 1 mow° / 1 1 / \ \` 074/ :;.:..0 � /0 , `� ! — 1 1 — 1 \ — } ` `/ AI\ I 1 \ 1 / '�'�'' � , / // // / // // /'/ // / p /� �.! / / / / / �' / ,\� ) I / , / / �/ / /�/ phase l BID & PERMIT . .I N F /r 1 mill �' N / c1, I \ialW //- --.\ 1 0 o ;.;,;,0f / / / ////r c,i ,,,, ,,--- _ - , , y• \ / / / date I FEBRUARY 8, 2019 cNi ...... . i 1 .„ _-- ,. " , / , / , , / , , CO / ' ' 2s5, .._ \ ' . J. ,...., ,..::, ' ' / / J / ' revisions o /' / j o ..,o i/ , i / / / / / / / / co N /- r/ !- - � � 1 / / / / / / / / /// ] �`_1 I I ,/%.� - /_ \ ti� (\111 1. /i' '' ' / / ' /' // ' /' /' SCALE 1 INCH = 50 FEET A AO ...-/ / / / i / / 6nMinIMMIIIIIII U 1/ '� i��i \ 7 414.# ri" �/,�� / / // / / // / it // /' 50 0 50 100 2 project # 16055 1- N co ESCP PROPOSED O O � CONDITIONS !I. C7 . 4 ,Z O (NEL; (OJ N L (j. r-- --) s L . , - ANGLE BOTH ENDS OF SEDIMENT FENCE TO ASSURE SOIL IS TRAPPED NOTES: MIN 1' HIrH FIFRM EXISTING GRADE FOR FURTHER INFORMATION \A 3' BY 3' MIN AT ON DESIGN CRITERIA SEE r 1>_ I r��+i o; CHAPTER 4 OF CLEAN WATER n n 1. WASHOUT FACILITIES SHALL :IMUM ;OO: O;TEOF � , - ; SERVICES EROSION PREVENTION INTERLOCKED 2X2 POSTS AND ATTACH MAINTAINED TO PROVIDE ADUATE _ -_ SHT TO /••-0 ;:• C (SEE TURNED ENDS CONNECTION)--_-_ _-=r ,,a/.,<„ ,�j //�i,• DANUAL. PLAN VIEWA = -11 A A4 4.♦.' " .',"?,:'4%,,,/, 4?"' 2. WASHOUT FACILITIES MUST BE " - - *• �- '�- -"'.`f,/ ''�� '..-."4_:!•,,, FILTER FABRIC I B I CLEANED, OR NEW FACILITIES MUST IMI I . •r�.�.-.x--._.. %:'% '� STITCHED TOGETHER TO FILTER _ �, 2"x2" WOOD 0BE CONSTRUCTED AND READY FOR = IIgleiT tSit atii 1" REBAR FOR BAG REMOVAL FORM POST POCKET 1 FABRIC POST OR STEEL USE ONCE THE WASHOUT IS 75% irg iE�i, ri+i•:•-;:=:, IIIII II-a sezoi;1sdPs4A /:• FENCE POST FULL. i"i"�,"� �Y Y``Y `Y i u ;,i'�I��iw! //�I��irL; r rl!II1111111111� FLOW fIIIIIIIIIIIIII MIIIII un!!n°n' Il ��i�i�� /�i,! I. w' L —aill I I LEGE ' _ IBI AS pE L� �r 48" HIGH DENSITY ORANGEII I �0i 000,: POLYETHELENE SAFETY FENCE p- sPAGIN _ -.�/�/..� /�_ Dull Olson Weekes - IBI Group ��,.�,:��z��.1 .��; Architects, Inc. f_ ..�. .� ��=00= .0��=��00,.;� /;; STAKES: 72" T-POST DRIVEN _s0. , ��►..►��-.0►�.0��ril -- 20" MIN. BELOW GRADE :�•... 00��".i��r�i�i �00.� WIRE OR ZIP TIES TO SECURE 907 SW Stark Street Portland OR 97205 USA /i: 0,== ==S'=��=.0•"� ��, SAFETY FENCE TO POST tel 503 226 6950 fax 503 273 9192 -� ►.: /=►//►//�►/=; ►► www.clowa-ibigroup.com www.ibigroup.com �i �i.0��i�►�0'i�.... FINISHED GRADE °moo ..i .0:��i��i� �`�► // <c5ED PRQr`cS 02/07/19 NOTES: �5 N\GtncF6s # 1. ALL SENSITIVE AREAS SHALLcr- <,, 79701 PE 9r BE PROTECTED AS PER PLAN. �� LEGEND 2. SAFETY FENCE SHOULD BE D1GrTa OREGON NED OREGON SAF12 48" ORANGE FENCE, 12 FEET O.C. FASTENED SECURELY TO THE 4,. �u IN) o SAF11 48" ORANGE FENCE, 11 FEET O.C. T-POSTS. 9U Oy MARK DE 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 I EXPIRATION DATE 12/31/19 I SAF8 48" ORANGE FENCE, 8 FEET O.C.. CONSTRUCTION; ANY CHANGE OF THE PROTECTIVE FENCING SAF7 48" ORANGE FENCE, 7 FEET 0.C. MUST BE APPROVED. SAF6 48" ORANGE FENCE, 6 FEET O.C. 0 ORANGE CONSTRUCTION FENCING SCALE: NTS -I-0 0 ..t + Q 0 0 — = O N O V N = CO CI) o CO a- 0 - CD CO C13 cy) 1 - .. Qoti M o �r >i CDr .— venni L CY, CO IV - co•inLs, Lo o CD � � 1q:lff 111 SW Fifth Ave., Suite 2500 Portland,OR 97204 0: 503.227.3251 F: 503.274.4681 www.kpff.com CD k e y plan 0 o phase BID & PERMIT 0 L" date FEBRUARY 8, 2019 C) N c) o revisions o J a_ 0 Q 0 >t_ I 7 project # 16055 0) N co ESCP DETAILS 0 0 CID I:L— (0 CN LC)o C 7 • 6 („). a7, CD CNI di t0 N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR 40.-- n BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID • I wp L...._ __. PUBLIC FACILI iY IMPROVEMENT PLANS te IBI LEGEND PROJECT CONTACTS la I PROPOSED DESCRIPTION EXISTING OWNER: ELECTRICAL ENGINEER: - - PROPERTY LINE - -- TWALITY MIDDLE SCHOOL TIGARD--TUALATIN SCHOOL DISTRICT PAE ENGINEERS Dull Olson Weekes - IBI Group RIGHT OF WAY - - 6960 SW SANDBURG STREET 522 SW 5TH AVENUE, SUITE 1500 Architects, Inc. CITY OF TIGARD, OREGON TIGARD, OREGON 97223 PORTLAND, OREGON 97204 EASEMENT LINE TEL: 503-431-4016 TEL: 503-226-2921 - CENTERLINE - CONTACT: DAVID MOORE CONTACT: MICHAEL LOPEZ 907 5W Stark Street Portland OR 37205 USA BUILDING OUTLINE 1//////////////////I tel 503 226 6950 fax 503 273 9192 BUILDING OVERHANG - - - - -- Mounte View CIVIL ENGINEER/PROTECT MANAGER: PROJECT MANAGER: www.dowa-ibigroup.com www.ibigroup.com Ln KPFF CONSULTING ENGINEERS DAY CPM 1 , - •I SIDEWALK/CONCRETE 111 SW FIFTH AVENUE, SUITE 2500 12745 SW BEAVERTON RD, #120 CURBS . PORTLAND, OREGON 97204 BEAVERTON, OREGON 97005 PROJECT SITE - TEL: 503-227-3251 TEL: 503-641-4100 CURB & GUTTER , CONTACT: PAUL DEDYO CONTACT: SHAWN CHRISTENSEN EDGE OF ASPHALT - - GRADE BREAK ARCHITECT: SAWCUT SW Inez St ; sw Inez St S ez St DULL OLSEN IBI GROUP ARCHITECTS INC. \�SED PROFFsf oz,a�,t9 CYCLONE FENCE, UNO a 907 SW STARK STREET v�5 *G t N �� ' f PORTLAND, OREGON 97205 �� ' 79701PE Ir-- WOOD � WOOD FENCE 12 ity Middle SchoolFi. TEL: 503-226-6950 SW Pernbrook Sl //_ Q CONTACT: REBECCA GRANT o GY SIGNED ::... I SIDEWALK / SW Plnebrook Dr SW Pinebrook UTILITY CONTACTS ,o ✓. i OREGON o Wwv . „ W j . y - y - 4 - y- . LANDSCAPE AREA SW Murdock St SW Murdock St -U( MARK D��y W w ` } ` n COT STORM: PGE POWER: EXPIRATION DATE 12/31/19 ha€r� s Tesnp�et° Q 13125 SW HALL BLVD. 2213 SW 153RD DRIVE. Elementary School eckla t- 255 CONTOUR 245 TIGARD, OREGON 97223 BEAVERTON, OREGON 97006 STORM DRAIN SD el' TEL: 503-718-2607 TEL: 503-672-5417 di CONTACT: ROB BLOCK, STORM SUPERVISOR CONTACT: RICO SOLIS, OUTDOOR LIGHTING IRRIGATION IRR SW SERVICES WESTERN SANITARY SEWER SS '/i, t COT WATER: W WATER MAIN N 13125 SW HALL BLVD. G GAS MAIN [G] TIGARD, OREGON 97204 TEL: 503-718-2600 (PER RECORD DOCS) Q- m CONTACT: SAM MORRISON, WATER er)FP FIRE PROTECTION SW Settler St SW Settler St SW Sattler St SW Sattler S , OPERATIONS SUPERVISOR ■ CATCH BASIN ® view Ctf S1" • AREA DRAIN 0111 ABBREVIATIONS UTILITY POLE $ ❑--� LIGHT POLE o Ode AC ASPHALT CONCRETE GV GATE VALVE STA STATION \, - 4` SW Bellflow APPROX APPROXIMATE HP HIGH POINT STD STANDARD JUNCTION BOX n '� BOW BACK OF WALK MIN MINIMUM S/W SIDEWALK P0 SW Pippen In BW BOTTOM OF WALL N NORTHING TC TOP OF CURB ` 1-I • CLEANOUT (COTG) 0 -0 2 CB CATCH BASIN P/L PROPERTY LINE TP TOP OF PAVEMENT (, • MANHOLE • MAP FROM: GOGGLE © CL CENTERLINE PC POINT OF CURVATURE TW TOP OF WALL WATER METER ❑ CONC. CONCRETE PT POINT OF TANGENT TYP TYPICAL VICINITY MAP A DELTA R RIM W WATER FIRE HYDRANT D E EASTING R.O.W RIGHT-OF-WAY W/ WITH • - l t SCALE: NTS Q FDC EXIST./EX EXISTING S SLOPE (FT/FT) WM WATER METER FH FIRE HYDRANT SD STORM DRAIN WV WATER VALVE GAS VALVE 0FL FLOWLINE SHT SHEET SIGN ' ' 416 G GUTTER SS SANITARY SEWER O GB GRADE BREAK ST STREET TREE O l i UTILITY VAULT CV SHEET INDEX 0 V N • THRUST BLOCK O SHEET NUMBER SHEET TITLE V 0 C0.1 COVER SHEET co F. L NOTICE TO EXCAVATORS: CO.2 NOTES CD ca ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE CO.3 EXISTING CONDITIONS 78 F- OREGON UTILITY NOTIFICATION CENTER. CO.4 EXISTING CONDITIONS AND DEMOLITION PLAN • THOSE RULES ARE SET FORTH IN OAR CO.5 EXISTING CONDITIONS AND DEMOLITION PLAN Q o N- 952-001-0010 THROUGH OAR M F- p - o 952-001-0090. YOU MAY OBTAIN CO.6 EXISTING CONDITIONS AND DEMOLITION PLAN 1 _.= ,, , m COPIES OF THE RULES BY CALLING THE Q CENTER. CO.7 TYPICAL SECTION +:� op (NOTE: THE TELEPHONE NUMBER FOR C1.1 HORIZONTAL CONTROL PLAN Cr)Ca -:1- -71- -o THE OREGON UTILITY NOTIFICATION CENTER !S {503}-232-1987). C2.1 SW 97TH AVENUE - PLAN AND PROFILE 0) OCO CO a C2.2 SW 97TH AVENUE - PLAN AND PROFILE - (0 o POTENTIAL UNDERGROUND FACILITY OWNERS C2.3 SW 97TH AVENUE - PLAN AND PROFILE r C2.4 SW 97Th AVENUE - PLAN AND PROFILE Digo ; Safely. C3.1 SW INEZ STREET - PLAN AND PROFILE ' Call the Oregon One-Call Center C4.1 SW 92ND AVE - PLAN AND PROFILE E: 1-800-332-2344 C5.1 DETAILS li<131fif 0 2C5.2 DETAILS EMERGENCY TELEPHONE NUMBERS C5.3 DETAILS 1.1.1 SW Finn Ave., suite 2500 OR C5.4 DETAILS Portland0 0: 503. 27 32504 7 NW NATURAL GAS F: 503.274.4681 M-F 7am-6pm 503-226-4211 Ext.4313 C6.1 EROSION AND SEDIMENT CONTROL PLAN www.kpff.com a AFTER HOURS 503-226-4211 C6.2 EROSION AND SEDIMENT CONTROL PLAN PGE 503-464-7777 C6.3 EROSION AND SEDIMENT CONTROL PLAN 0 0 CENTURYLINK 1-800-573-1311 O ,,, CITY BUREAU OF MAINTENANCE 503-823-1700 C6.4 EROSION AND SEDIMENT CONTROL DETAILS 0 E CITY WATER 503-823-4874 E0.1 SYMBOLS, LEGEND, ABBREVIATIONS, & SCHEDULES - ELECTRICAL VERIZON 1-800-483-1000 0 >-;E1.1 EXISTING CONDITION & DEMOLITION - ELECTRICAL U c, � m E2.1 SW 97TH AVE. PLAN - LIGHTING o E E2.2 SW 97TH AVE. PLAN - LIGHTING 0 ( o E2.3 SW 97TH AVE. PLAN - LIGHTING 0 I- ° ° E2.4 SW 97TH AVE. PLAN - LIGHTING key plan W i° - 2 c3 0 JOB No.: 1600327 9500 SW MURDOCK,TIGARD.OR 97224 SHEET NO. w 0 phase BID & PERMIT O a\ DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS 0_ i� DRAWNRBY: R. CADUA TWALITY MIDDLE SCHOOL Z Iii Sw Fifth Ave., Suite 2500 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON I Portland, OR 97204 PLOT DATE: p C 0 • I date FEBRUARY 8, 2019 0:503.227.3251 2/6/19 3:20 m LT 0_ F: 503.224.4681 www.koff.com PLOTTED BY: JAdams COVER SHEET SHEET 1 OF 28 revisions N DWG NAME: C0.1 COVER.dwg RECORD NO. 0 REVISION DATE DESCRIPTION BY TAB NAME: CO.1 1600329 0 _._.._._..... rU 2 F I project # 16055 ci) NPUBLIC FACILITY 0.7 cp IMPROVEMENT PERMIT cp 0_� PLANS Qcz) Q `.1 Na, U C8 • O Nw 111 CO-I c---1L1 PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR yr) BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . 1 r'''\ WLI GENERAL NOTES CONSTRUCTION NOTES CITY OF TIGARD WATER CONSTRUCTION NOTES CITY OF TIGARD GENERAL NOTES - GRADING PLAN PERMITSI B I p1 t. SURVEY PROVIDED BY KPFF, DATED 11/2/2017. ELEVATIONS ARE BASED ON NAVD 88 (GEOID GENERAL 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, 12A) VERTICAL DATUM ESTABLISHED BY 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO. 1 BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK USING THE OREGON REAL-TIME GPS NETOWRK (ORGN). CONTROL POINT #1 ELEV=273.25'. 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE Dull Olson Weekes - IBI Group DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES CONSTRUCTION-DEVELOPMENT PLAN SET. Architects, Inc. 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL WITH WATER IS NOT PERMITTED. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, CONSTRUCTION SITE AT ALL TIMES. 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING. ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 907 SW Stark Street Portland OR 97205 USA 3. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO tel 503 226 6950 fax 503 273 9192 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION SCHEDULE A PRECONSTRUCTION MEETING. TELEPHONE (503)639-4171. 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL 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 CURBS, SIDEWALKS AND OTHER ELEMENTS WITHIN THE WORK AREA IDENTIFIED IN THE PLANS. MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST. OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS BEd PRQFf 02/07/19 DISCOVERY. 2. CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. \F- `rij 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING ? sINI o 6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DISPOSED OF PROPERLY. CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5: 1 SHALL BE ACHIEVED BY �� ,\4. � � �9l 7. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL79701 PE DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR . SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND �� THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW .3. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, SHALL BE 3/4-0" GRAVEL ---- _ 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 GTF 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 11h" -3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN '°q �U�' to to�1 �� 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 lr4 MAIIK p�� 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 I EXPIRATION DATE. w� I 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 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 8. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL 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 (2-2t4" NST HOSE CONNECTION, 1-41" NST PUMPER), UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 11/2" 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 11, 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" - '/a" 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 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 SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 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 TO 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 UTILITIES 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 OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. THE WATER LINE. -I-0ATTENTION 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, (.) PREVENT GRADE AND ALIGNMENT CONFLICTS. 14. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE ETC.). L 11. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A •10 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 .co 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 15. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO STORM AND SANITARY EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO ."""""' CONTRACTOR SHALL ADHERE TO CITY OF CITY OF TIGARD, AND CLEAN WATER SERVICES FOR DISINFECTION. FLUSHING VELOCITIES SHALL B£ AT LEAST 2.5 FEET PER SECOND. Q 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 AWWA 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 HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A ....� O ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE �' � CV UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND USING A LASER. FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). THE DISINFECTION O U N SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 0 2. ALL CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER = Up o, 13. THE CONTRACTOR 1S RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND OTHERWISE IN NE PLANS. SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS v'_ FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF 0 = 0 3. COORDINATE CONNECTION TO PROPOSED ONSITE PRIVATE STORM SYSTEM. THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE Cn 14. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION L 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 CIO 0) APPROVAL PRIOR TO COMMENCING CONSTRUCTION. FREE CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL 7.3 C 15. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO TEMPLETON ELEMENTARY SCHOOL AT ALL TIMES CHEMICALLY AND ACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF ma ai N DURING CONSTRUCTION, EXCEPT AS APPROVED IN WRITING BY OWNER. WATER THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER ' Q OO TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY 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. CO THE OWNER. 1. GRADE.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 >1 r 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS " c� M 0' WILL BE TAKEN BY TRW. lo. Ct3 �t 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS o ' PER DETAIL. 16. TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO SURFACING OF C) u7 0 ~ STREETS. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND a- co 0 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 SYSTEMt-- N DEPARTMENT REGULATIONS, CHAPTER 333. MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE , ci o 4. COORDINATE TEMPORARY SHUT DOWN OF WATER SERVICE TO EXISTING TEMPLETON ELEMENTARY MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE ci) 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 l<Pffi o EARTHWORKS INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE DIVISION, BEFORE WATER SERVICES CAN BEGIN. ✓ STORM DRAINAGE SYSTEM. 111 SW Fifth Ave., Suite 2500 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 0: 503.227.3251 j TPW INSPECTIONS 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL F: 503.274.4681 , WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2% FOR www.kiff.corn o DETAIL, AS REQUIRED BY THE CITY OF TIGARD PUBLIC WORKS. FLOODING OR JETTING THE ENGINEERING REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING MASTER MAP, BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. INTERSECTION MAPS, ETC. 0 a fn jE � C -8 w 1 < 1-. _> -) o .. d in CV j O IN Q a nom' k e y plan w 7-6' w oo) JOB No.: 1600327 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. w N� phase BID & PERMIT �up DESIGNED BY: J. ADAMS p iNPUBLIC FACILITY IMPROVEMENT PLANS DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL 0 111 SW Fifth Ave., Suite 2500 CHECKED BY: P• DEDYO CITY OF TIGARD, OREGON 216/19 3:2 0 r r> C 0 0 2 date FEBRUARY 8, 2019 U 45 o Iltlpffi Portland,OR 97204 PLOT DATE: P 0:503.227.3251 .-J i l co M www.knff.com com81 co PLOTTED BY: JAdams � NOTES SHEET 2 OF 28 revisionsCL N N DWG NAME: CO2-NOTES.dwg RECORD NO. O REVISION DATE DESCRIPTION BY TAB NAME: C0.2 1600329 CL Q -..- -- ______ . . . .. C) U) I Q project # 16055 N PUBLIC FACILITY c) 0 c:, fM a.6 PLANS r• O cD CA 0_ � 8 • 1 U r z O CV I_1J CO-I CULL 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. I ------) (' °, FirJ r 7 ,,„,r, -I I • f�'9 �Erm 9 STORM TABLE: SANITARY TABLE: 01 I B I 9C] ` `., ':All "? ' O STORM MANHOLE(FLOW CONTROL) 11 CATCH BASIN(SUMP TYPE) 21 CATCH BASIN(SUMP TYPE) 31 CATCH BASIN 0 STORM MANHOLE(FLOW CONTROL) O CATCH BASIN(SUMP TYPE) Ol SANITARY MANHOLE O SANITARY MANHOLE 11 SANITARY MANHOLE 0 • OG. •,t_ ,Q RIM=290.47 RIM=280.114' RIM=278.07 RIM=293.29' RIM=269.26' RIM=258.64' RIM=255-92' LOCATION PER AS-BUILT RIM=304.56' 12 Q OVERFLOW=288.9] WATERLEVEL=278.90' WATER LEVEL=274.32' IF 12"IN(NE).290.39' I£18"IN(S)=265.06' WATERLEVEL=256.94' IEB"IN(SWI=249.67 IE4"IN(NW]=297.76' IE8"OUT(NW)=2$6.52' EE 12"OUT(SC)=290.09' IE 12"OUT(C)=265.06' IE8"OUT(E}=249.62' O7 SANITARY MANHOLE IL 8'OUT(5)=297.51' yr- 12 CATCH BASIN 22 STORM MANHOLE 51 CATCH BASIN(SUMP TYPE) RIM=287.65' f _ \ % I I O CATCH BASIN(WATER QUALITY) RIM=280.14' RIM=283.73` 32 CATCH BASIN 41 CATCH BASIN(WATER QUALITY) RIM=260.70' O SANITARY MANHOLE IE 4"IN(NW)=2$1.35' 12 SANITARY MANHOLE 25 L: � AIM=293.72' IE4"IN)5E)=279.54` I£6'IN(NE) 278.83` RIM-293.01' RIM=268.85' FILLEOWITHOEBRIS RIM=256.58' IE8"IN(N)=28135' RIM=300.54' Dull Olson Weekes - IBI Group WATER LEVEL=292.72' IE 4"OUT(SW)=279.44' IE 8"IN(NW)=278.63' iE 12"IN(NE)=290.51' WATER LEVEL=258.45' IE 8"EN(SW)=250.93' IE 8"OUT(SE)=281.15' fE 8"IN(5)=291.04' r7 �O I IE 8"OUT(SE)=278.43' IE 12"OUT(SW).290.41' S2 CATCH BASIN(SUMP TYPE) IE 8"IN(W} 250.88' 6E$"OUT(14)290.84' ' / .]02 1 O CATCH BASIN(WATER QUALITY) 13 CATCH BASIN 4Z CATCH BASIN(SUMP TYPE) RIM=260.78' IE 8"OUT(NE)=250.53' O SANITARY MANHOLE Architects, Inc. A I RIM=2$9.63' REM=280.15' 28 CATCH BASIN(SUMP TYPE) 83 CATCH BASIN RIM=266.32' FILLED WITH OEBRI5 RIM=294.02' 13 SANITARY MANHOLE -100,-,, WATER LEVEL=288.73' IE 4"IN(NW)=275.55' RIM=280.49' RIM=293.09' WATER LEVEL=265.57' O3 SANITARY MANHOLE IE 8"IN(W)=285.42' RIM=305.10' °Ls IE 4"OUT(SW)=279.45' WATER LEVEL=279.19' IE 12"INN -290.79' S3 STORM MANHOLE IN(N)' O RIM=262,5] IE$"IN(N)=2$5.52' EE8"IN[W]=297.80' p Ors' •�� O CATCH BASIN(SUMP TYPE) IE 12"OUT(SW)-290.69' qg CATCH BASIN(SUMP TYPE) RIM=240.93 MI(N)' IE8"IN(W)=257.57' IE 8"OUT(S)=285.32' IE 8'OUT(NI=297.60' 4J E E y f7r RIM=289.73' lq CATCH BASIN(SUMP TYPE) 24 CATCH BASIN(SUMP TYPE) RIM=266.31' IC 12"!N(N)=238.53' IE 8"OUT(E)=257.27' D i{,,,1L•�yrj WATER LEVEL=288.83' RIM=274.54' RIM=278.60' 34 CATCH BASIN WATER LEVEL=265.65' IE 12'OUT(E}=238.23' r•y Og SANITARY MANHOLE 14 SANITARY MANHOLE 907 SW Stark Street Portland OR 97205 USA SHEET •t WATERLEVEL=273.35' WATERLEVEL=277.75' RIM=301.96' V4 SANITABYMANHOLE RIM=293.90' RIM=268.85' 1 O CATCH BASIN(SUMP TYPE) IE 12"OUT(5).298.95' O CATCH BASIN(SUMP TYPE) RIM 270.7fi' IE 8"IN(N)=286.00' IE 8"IN(W)=262.95' tel 503 226 6950 fax 503 273 9192 '�'! I I - �w RIA=28EV0' 15 CATCH BASIN 25 CATCH BASIN{SUMP TYPE) RIM=266.23' IE 8"IN(SW]=266.56' IE 8"OUT(5)-285.90' 1E 8°OUT CO=262.60' 1 skr WATERLEVEL=284.20' RIM=274.536' RIM=285.89' 35 CATCH BASIN WATERLEVEL=265.68` IEB"IN(w)=zss.96' www.dowa-ibigroup.com www.ibigroup.com ' CO.5 �- IE4"GUT(NE)=272.48' WATER LEVEL=284.74' O RIM=301.43' IE 8"IN(NW)=265.96' 10 SANITARY MANHOLE 15 SANITARY MANHOLE 6 CATCH BASIN(SUMPTYPE) IE 12"OUT(E)=299.33' q5 STORM MANHOLE o. I I r ,.. - _ . . - - - - RIM=284.$6' 16 CATT27'311;7'1' H BASIN 26 CATCH BASIN{SUMP TYPE) O RIM=266.84' IE 8"OUT(E)=265.76' ERI 8"IN(60)4 293.24' EI 4'INaNW}=277.19' / -...-G, -r _ _ WATER LEVEL=283,96' O RIM=273.80' O RIM=285.42' gg CATCH BASIN(SUMP TYPE) IF 10"IN(53=261,74' O w5 SANITARY MANHOLE IE s'.IN(N)=293.24' IE 4"IN(W)=277.19' 11111111111111111111111111 ■■ C-L'; +\ , I FULL OF DEBRIS WATER LEYEl=284.22' RIM=267.69' IE8"IN(W]=261.74' RIM=271-61' IE8"OUT CS),293.14' IE8"OUT(E]=276.99' T �✓►,O, ' /^ FO _ _- in FO \ O CATCH BASIN(SUMP TYPE) STRUCTURE CLOGGED IE 10"OUT(N(=261.64' IE 8"IN(W)=267.61' 6 F • 3i - F 0 RIM=284.42' i7 CATCH BASIN 27 LATCH BASIN{SUMP TYPE] 1 ' 1 - j © 20 WATER LEVEL=283.27' RIM=274.03' RIM=285.33' CATCH BASIN(WATER QUALITY) IE 8"OUT(NE)=267.21' ylA ® SEE ` 37 O CATCH BASIN(SUMP TYPE) 1\\ - /� �s1- r J $"S$ - T - FULL OF DEBRIS WATER LEVEL=284.18' RIM=268.00' RIM=266.38' ' 1 ` \ \ \ - OB CATCH BASIN(SUMP TYPE) WATERLEVEL=267.55' WATERLEVEL=265.48' F SW INEZ STREET RIM=279.00' 18 CATCH BASIN(SUMP TYPE) ZR CATCH BASIN(SUMP TYPE) J. ii .a�,ln�. • SHEET 14 © � {� 11 Jc R �. -V\ 5^w �' ` • - w - W _ _ W WATER LEVEL=277.90' RIM=274.32' RIM=285.39' 3$ STORM MANHOLE A7 CATCH BASIN(SUMP TYPE) 1 \\ \ \ \ \ \ '�.MLOT r r - �• NO PIPES VISIBLE WATER LEVEL=273.17' WATER LEVEL=283.75' RIM-1166.48.3N0' RIM=265.97' 11 ., _ a J IE 6'IN SW=265.65' 4 ':;'4 - � _;S, .-mow, r. �."- } pn ,.t-., r �sANsf •w�kE3s"� 1 I WATER 265.2] s ,..� -...A.°1, 4-1-4 - -. ;.�- �•_.. 02/07/19 'C.f., ..,...:.\:. i- :C M:..-.=I' :• Y y� �'i i _ _ - -,r _ - O9 CATCH BASIN 1g CATCH BASIN(SUMP TYPE) Zg CATCH BASIN(SUMP TYPE) IE 6"IN(E)=265.65' ' \ 1 '�• 1 .��..a. �..`�''�' .�F.. :i.'. . 33'60 iLIP� =y. .. �'i CO.� + \ \ • 6�j O O D PRO Ft Y i_ � '171" ///YYYiii�� n Q ` ,� ,\ �-r",� � C7 RIM=279.62' RIM=273.50' RIM 285.29' IE I£!"OUT(N)=265.45' O CATCH BASIN(SUMP TYPE) �("�� `r V�. v U 'i 1 hr''' s;- T'- ° IE 4"OUT(SLI-27$.83' WATER LEVEL-272.78' WATER LEVEL-284.14' RIM=265.94' :ill .1 i EF �T r'��7„ aF �`' .. •1:: `: - + .J =_,� y'• - <<l V^ 1 Y O 5 \` \*sem �, O N39 CATCHBA54N(WATER QUALITY) WATER LEVEL=265.28' (jt �I �' /O/.0:1;;i. p �IoY ,e,9T ,.'{ ! ..� /:�s��y ,- L /"` N--,;,,,\ ,)j ,n 10 CATCH BASINZOSTORM MANHOLE30 CATCH BASIN{SUMP TYPE) RIM258.04' O F1r.9 1 � � �• �` { ' ' cis? '�"Y ‘ RIM=279.84' RIM=266.49` RIM=2$4.95' WATERLEVEL=26].59' qg C'ATCH BASIN(SUMPTYPE) � �/ _ , � '` 79701 PE lQ p' � CQ�y \ • a 1-7,... R fes_ rvs "Qy (�J - ('\i � `"• (b �'��C�/ \ �- IE IF 12"OItT[EI=261.69' WATER RIM II LQ �p,' R. �- �, J LCA \ r,...+1 \ I •q '4 / \ �., \ \ G \ \ \ WATERLEVEL=25$.60' ��._ • / ,I�! O N N j 1 p46 �,,-: / �� \ \ \\� s DIGITALLY SIGNED y �I \ \ Lr 1 a �; / NDO 0 \ \ \ .), OREGON I' 1 I1 y \ °�,, \ CP .00 • , 1 1 ►� N �- " .'r. .",• \ \ \ I ,� �. to, z4 yo Nlo 111 1 S �Ti- N-D\r'�� \ ! �`�' l .« CV'� \ �� +" : �\ \\\\\ 444' mis i• �Es�"''� I 14frMARK �25' I ' �,. \ 1� CU_N. C� "' \ 'nc W~ :.,• • • O 1 4�' SEE I I EXPIRATION DATE: 1 /91/1!9 (`J`�yI l 1 z, 1� I,I in r= 1 =1`I'4. 1 } ., .N �; � _ N N \ \ s .. ,! ;' •`~.i` (y , T� YR L°`v ._ \/ Lino rvsn Baru rrn.. ' �mr - \ 25 o ry p.� _ - 3 E r` r-" --- Q .L N. ill. � I 00 `��• 1�� Cp �``'(�°j {�- ¢ I 11 \ \ 7/ )\4.21 ,. < /� � 1 ../\./ �/ V cal, _�_.,.._.. ..___Al� �� ►•�11. � - ? �w�" �.�.. �\l �,CO ' SH EET)97; ;:----,.- i1 , / M °' qb i'll ''tv, ry / ' 1 \ �' ;: ;y'' i_ .• / i°'/ / ' ` -276-" \ ' '. ,•275 -\ \., ! ilT t'`_ - ; ) I f ---� � � *'�Ln;N - ,`�_N. �h I (NI O) �x ` 1 I1I 1 \ z . .,. / �' r +t • 1 I ��11/I�� ._14 si p L CD.I� �` �i ( 1 / / / i f}, '� T -\ �+ J ,... q� / Jr t X274 , c� / p��(■�F, / / i / / / ��, gco<.4,.i ('`�� ) �. \ \ �;( / / '� 1 �,. r'ti �� `2>3 r--- ----.. o .� �+ / / `' I / / 1 �cP r. ' 1• I I \ = ` / �`�` 275_ \ \N �., N �� / / / 0`� / / �3, SEE 1 / \ V �h .\, ;�\ op\\a I ! 1 \ .' .� ;°• .-Sf' !� j I l v. /' �� -- �� , / / , s .-- .-1 / I \ \ �, 1 \ o\ N 1\ ‘.\ ``I _ _ _ SHEET 6.1 > , 1 ;..:.., .4 v:: `:.., . _ _ (} _ c I - - / / i / / / /\"J •\-7-\A... , \ / 1 /81 • •' / B"' / ® / \ \\\I l tFln.._ /Vv(O ' / ..--- I' : 4/ 6,-/ A;- \ 0. C0.5 "-I o , t / 1 / ryg(1' .. 291 rn�A 1 I �r .°`a : :j � ;:.. :r:: f'' I / / Ly 00 1 �� j cbA / / \N. \ \\� = 2�° i i I 1 rn 1 / _///1 • 'AIN 1 ! ry I ti • �,rLit. r= m: _•� / fir. / \ \\\ �. /\ AD / / I • �� ,� I ! 1 (Ili°'�'1 1 1 - `t,`bo, ,,�� -i 1 _ -N' I '-.,.. ,`=- / / / • N 1 1 /, / // // \\ \\��'` /ry / / " I I 1 �' Olt ' / 1 I I�� I w� 3/ r. 0- / \ ; / / / '+ 1 I j 1 9 r/ // / mom / / / J 1 �� / 1I�I14 ..: `ti�11, � ��` g :. / / //6 / 1/ \\I ` y��11 )\ I\ / CV // ��/ � Mv �, 1 t 1 1 / .0/ / / /a= 1 / 1 6, 9►.; / // / I 1\ 11f //////� // // / / /� I t 'V / `� '� 2 / I I i fl / / �� I ! / , / / / / / 11/lb 1 / / / /( 1 I I 11I11II1I / / ry`4 / // Q I 6I �L / Pu+ 1 1 1 1 � I / / / 1 1 .: ; \\ ,`::_ / / I ...LF.A Ill 1 / / / I I 1 ry �, / / / t:'.:::;� 1 / l1 I I J 111 1(I 1 / j �+ I I � J I I I / / / 1 / /2 -� •` / ,� / a- i'\ 1 / 111111! / // / -I ,' NOTES: U I •. in '� L N / ,��' .-'E►`_;• ,wummi"orescrrooL %`I ' 11 1 / 14 1 1 I , 1 / 1/ 1 / / // co 1ry •^ .' ::� s,°.,LOW.FELA NG / O -� N / / I IN 1111111 / / / ry� / O °o L • I r� 1 1 O 1 /� j l / 1 ' , 1/ll 1 / LW 1.) VERTICAL DATUM:NAVD 88(GEOID 12A) }R 1 1 1 1 / �.` - o' Q= / / ^"' I 1 / 1 / / to 3 1 I!I 17 1 1 ';Y{4,'1 I / I ry / / l/ ::,e'.�• J ,` / / ( ,. / N //I (/ / / / `"""/ �� ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO. 1 1 1 1 / I (.\1 q7 / .. : � ,;:- / ' / / N // // /// / USING THE OREGON REAL-TIME GPS NETWORK(ORGN). Q ' SEE 1 1 1 1 / ry�� ,/ °} �Er.�-•. •; O / / ry^ // 6 //�%/ OP / / / / / // le / G 1 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM(OCRS), 5\ MirbI;Si SHEET L 1 1 1 1 lJ - -•, '.. ' ' /r`:• :_,4 / / / , / �� ..,, 7\ ^ a �1 . / / / / PORTLAND ZONE.THE RESULTANT BEARING OF THE CENTERLINE OF SW 97TH AVENUE IS I 1 1 / / / '7". 7 C0.4 !1 1 r...1.2 - it.,41 ^ 1 1 / / I . Or. eat „7... i `;? •- 1 iy / 1 1yp� // ♦//4-7t 1 i . / / / .elb NORTH 00"34'45"EAST. O `� 1, N 1 / / I tI� :. '' \ © 1 . I / / / / �j I 1 / / -.i, (,`I, �+ .. 2. <7.,>1, ` / ( - l / /// / / 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE ORDER NO. ' I- -'.4'7:.,..:.•.,...o °0 `° / / / / 0 / �4;: ./ .:;•:; ° \ 2 O / 1 / ///,;= °" / / 7019-2858130,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 O 1� II °j �� / / r,Iy.,lr / / D U N I 111 N l •.. \S� lr Lci / / //' '�ii•./ / / ��^ (TEMFLETON ELEMENTARY SCHOOL)AND LOT BOOK SERVICE ORDER NO.7D19 2858150 0 ti �p � 1 1 / cV^1 / / / / „•/- N / LIEU. / ///�,6at I1 / / / / 3E SUPPLEMENTAL,PREPARED BY FIRST AMERICAN TITLE COMPANY QF OREGQN,DATED APRIL 20,2017 o / / �s \ o.) U0,....,/ °m 1 / / N 1 . .., /� �."' I / / ° // /1,,, 4 1 / / / (TWALITY MIDDLE SCHOOL) fY Cn o 'r: ! ,; 1 / N�of / / X47 / ' • / / // • / / / c Ri L / I N O .-...4::'.':..:' 1 // ry / / / _ � 4) UTILITYLOCATIONSSHOWNAREPERFIELDLOCATEDUTILITYPAINTMARKS&REFERENCEMAPS '? , 1 1 1 11 , 1 •� //// // ' ry / / L i - ° ,•,Q, /1 /1 1 cVz .2�6• ;., Il / /// ///////�/ // // / // /•J�� AREMAE AVAILABLE BY THE NOTAVAILABLE.ALL UTLIITY LOCATIONS SOUS UTILITY R50VIDERS.UNLESS HOULD BE FIELD VERIFIED F ALINES �7/ CO // ,J I 1 1 i •`�+� _ / // N °` �_ �V �_ .!. � 41 / 1 1 1 � � ' _ .:� 1 .� ^� / I / /I f / / / / ,(1- 42) - - - - �IFN..4): CONSTRUCTION. � CO lom 1...!.\ it / ,.,C0 : ,..,r7. 1 . , mar (;\' /1 7 / / / / Iv / 13 _ 2-74,19 1 .h.,.._ ;ili3/1/::?) 7 07:, g - 7 I 1 TWALlfl MIDDLE SCHOOL \- / / j''�} / /� / r(l� f� U / 110 rl I l y ;r: I:'.-s- 1 v ` r O-, r �: 4/b) 'I'' // / 1 / ;48411.0,' CO u 111 y I ` / % / / / a / 1 a / t+ COC ]- L, ;,1 ,, : .,, • -' . \ I ° / / /// /ri//�// 1 / 1 I /I - ; ,. - d- . �/ /,..� 1 : _ y I / / // ////F,.., 1 / 1 / co / 1,, %/1 PROJECT CONTROL. Cn o c� c \ � ' i ` �� -.., �''. /I /I ry //// 01, 1 // I I ry / STATION DESCRIPTION NORTHING FASTING ELEVATION Ln o 0 X �- 1 ' b' , \* d ^'� o"/ / ' / / 1 '"'4 1 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132419.84 321787.80 273.25' - �.Lii ,..k.., t • C7,' f, \ fP� .. m' r;_ J N N N / / / '/ 1 / 1 O " 7 /, Irsa1, � �•.., :+ /.. // �: /,�� // / O // / 1 / 1 1 I fir c 2 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132390.80 322280.98 258.35' U 1. ,v , - 1 c .. , .,/// J 1 / / / / / i� ^ / / „ / z ,.. . r ; �� /�� r I / // / C1l / / 1 / I D. 3 5/8' IR W/RED PLASTIC CAP KPFF CONTROL 132666.01 322071.44 271.99' }f�\.I / \ �' �- 7 ,,211 ,1. / 1 1 1q31f1 fl , 1 6 N wrr // / //��i jsf f"le I 1 1 4 1-1/8"BRASS CAP"KPFF CONTROL" 132899.77 321770.79 279,46' SEE - N-3 t f, ,4� ..� d',�1 ,� ��./ z� 1 �"' // / 'iif; � ; / 1 1 / rv" . • , 1 \ `� --- / a. ,) ,6 / / 7 ! of t > SHEET � • ` '' / / �� °N '\(\'/ // 1 /////CO�' 1 1 \ 1OF 42 5 MAG NAIL W/WASHER"KPFF CONTROL" 132958.06 321577.38 285.84' o �� ; �' / ' `� [ 1 '// /// / P . ry 1J I ! \\ \\ 1 - _""� 6 5/8"IR W/RED ELASTIC CAP"KPFF CONTROL" 132848.99 321444.77 294.64' / 'gr / // ( Oy N a I [ AN ��+` 1 \ \ / ry • 11 �`= I \ \ \ 7 1-1/8"BRASS CAP"KPFF CONTROL" 132647.74 321368.51 298.07' 4 111 SW Fifth Ave.,Suite 2500 v f�II • / N •/ ry 43 rya �.. ,�� 27a 2 j, �► \ / / /� 1 I I \ \ , Portland, OR 97204 '•_To I I rr AY Ili k,. r `� I//� ' '� \ \° // /////AP 1 \ / 8 1-1/8"BRASS CAP"KPFF CONTROL" 132441.79 321457.69 286.22' o: 503.227.3251 1 R.- �\ r / �� / \ \ .. // \ \ /..„...,,,,,, F: 503.274.4681 / - - /� 1 + � y� 'Th. ] 1 i Amil. r i /�I \ y�' 9 5/$"IR W/RED PLASTIC CAP"KPFF CONTROL 131972.32 322216.44 247.55' www.kpfi`com Q3 Q' /// V ` / / Lv wioF snerER usEracrvr - ..;r irr�. N 00 1 N. t] \` ., /\ G _ / .> • - . ...0 ��'/ \' 61 J q 1 anu"vva, fs= / " " n ' �� N �� o.CP -27 277- 6 , '� N \ \ CC) r, ,,,,, 10 5/8 ER W/RED PLASTIC CAP KPFF CONTROL 131953.84 321947.02 257.55 . . - re 1 e. ., N L� ..... Sl "f ■ 4,4,-...:,. ...,-......:''(90 `,ssT\- Q� `-'\ ' - DL 's• -r /�/ �'� 6' \ \ \ N I / / r Y Gr / 0 9� • t�• 01'Cy) N �r ry \J� 2?(y \ '] (.,.../\ y R�� E3' L{�}<F) / cQ \ \LA ro w�SE„rv. L� / / 6 11 1-1/8"BRASS CAP"KPFF CONTROL" 132158.83 321844.45 267.14' Q - C : "� l7' 1 O3- " • i o'� 1 LI' \ '�- c.,„ \ \ \ \ 160.498.rwr�c.�' 1/ N 3921145.4. �� 1 (.} (n SW WADS: STRE- ' rIII .,. ErNacrvr Ctii.i J -1 v V� -- R ` - 'll; 1 5 � .--7 `'FA- r��wr`rr, a rt, �:. '..,M • ; i nnm. .� / _ r n m v [A ��" = i. E .. , * U'er � �`�W_-_,-.0.,--__._7:-.._} ? [ F [ ?HU 1 - •Clt] o N - P,\ \ -r \- ` _ - , y • . • • L = J � wD ..- _� • • 3 0 5 SS 8"5$ 8" S ►� 1 / ru mx C7 --� zs =9B'33'K"F r4o.37' ry�h 7\ ^�- �_..- _ t,, _ G,•y {�- J -�•"5" -\ -- „S _ - -- ---8 --.-.-� „ e I © / / / a LOT �� 1�, .V .`!. ` ' meg �` rL cV 5 \ . / , `jam / • . ..) w 3 ` , WATERLINE EASEMENTI // / i / / / 267 :.`L- , o ��2 �1RD- \ 0 2 ! 1 /�y h/ / /'�` / �'? g DOCUMENT N0. 2005-031025 20' WIDESEWER EASEMENT ,/,� , ' / � ` [Wl c�1 ■ 1�"" \ •4 \ I 1 / ,c1`' �/ / / i �� BOOK 998 PAGE 755 I c: \ , - \ • / / / U o ' \ I 11/1/1974 rl' ,: 'V t /ii 1 o N / % �, ••:- ....-....'':.'r d . .'\\\ / / // / �`V �/ �/ \ 7 ~ CD . ,\ I I r . C;\ t :: '"::: '' : \ / / •// / ) , .: key plan w 0 - JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. w phase BID & PERMIT O a� DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS /N R. CADUA TWALITY MIDDLE SCHOOL � �� C SCALE 1 INCH = 50 FEET DHEc ED BY; CITY OF TIGARD, OREGON _ a� 111 SW Fifth Ave., Suite 2500 P. DEDYO h; o Portland,OR 97204 U . 3 date FEBRUARY 8, 2019 o PLOT DATE: 2/6/19 3:20pm m LT o 50 0 50 1001q3ffi 0..503.227.3251 503.224.4681 www.kDff.com24A6 PLOTTED BY: JAdams OVERALL EXISTING CONDITIONS PLAN SHEET 3 OF 28HI nt revisions DWG NAME: C0.3-EXC.dwg RECORD NO I O REVISION DATE DESCRIPTION BY TAB NAME: CO.3 1600329 0 v 65 J project # 16055 PUBLIC FACILITY N CO C:.) IMPROVEMENT PERMIT 0 co 0_- PLANS N- MC) N0_ C'7� 2 �U C8 • ,...: ,Z 0 N LLI CA J CNLI- _. . .__ ._. . . 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 . (.....)," \ W SHEET NOTES un -----7,----1 \ ___ I � � IBI 1. COORDINATE LIMITS OF PAVEMENT REMOVAL WITH PROPOSED I IMPROVEMENTS. °""i C �, z,, T 1 2. SEE SHEET C1.1 FOR CENTERLINE ALIGNMENT INFORMATION. T X ,� i" : 4 Dull Olson Weekes - IBI Group IIII IIIIIIIIIIIIN'41r171PAc;#if r O0 -IIArchitects, Inc. / O ��` T -� - h I TT T — Tr `aTAT �=-r — Q ��-_ ap � T a1 14O KEYNOTES �' 4 ° p 1fl a �- T r T T T907 5W Stark Street Portland OR 97205 USA 8 - ® T1T ° l' T I T D W TI T° ° ° p // I 1 REMOVE STRIPING tel 503 226 6950 fax 503 273 9192 ° I - I www.dawa Iblgroup.com www.lblgroup.com _ 12"SD N-- 12"5D 12"SD 12"SD 12"SD 12"SD ` I 1Z"SD Q 12" D 1 12"SD 12"5D 1Z'SD � � 12"5 12"SD 12"SD 12'. # ♦ ►# DZ 2 DEMOLISH CURB 0 ,�, 3 REMOVE TREE ♦ cn I it _— [01 [G [G] [G]'I v) [G] — [G] [G] [G] - [0] 101 2'G 2'G 2 G 2'G 2'0 2"G 2"G 2"G 2..G l _ 4 SAW CUT AND REMOVE AC PAVEMENT AND CURB a"ss - ## ny+0• c=n 5 REMOVE EXISTING STOP BAR—ss, �' s"ss ----- ` 100+74.51:, ♦ g �� oa�o7/i s 8'SS- 8' .; $'S5 8"SS 8"SS 8'SS 8'S5 8"SS 8'SS 8'ss 8'SS 8'SS 8"SS 1{wpIB s 8 SS-' 8"1 ��Fp 4ROFFss SSA `___ RT 0.59' nHo �- No �� I_-- 6 REMOVE SIGN AND FOUNDATION. v�S ��t N >cF /D,y _ss.,g 100+00 ♦i 101+00 SW 97TH AVENUE nµo �� 102+00 I] c` �9 701P� p -F — — — — — — — I — — — — — — �= 7 REMOVE AND SALVAGE SIGN ��_ ]s1 DIGITALLY SIGNED 100+07.09 O +#� nHd Z— �Z 8 REMOVE EXISTING STOP SIGN OREGON `100+46.85 �_ :llaN-E-------- �[-- �U4�fri �fnHo I U12 REMOVED EXISTING FIRE HYDRANT ASSEMBLYRT1236 1nµo ,off1• to,1°1QQ+34.59RT Q.fi1' 1nNo �I �--� i MARK t�o2Q I¢mRT 16.52 �,HO -- JiI EXPIRATION DATE: U/3�/ll9[W] [ ' ' EX 6" WATEJ :___.,._ 7,,i ro [w1 [ ] [w1 [lb.�� rr [' �� [w]— [waOv„ — 1� r m� ,O f nKo ~Y� �� 0O `T'111 Iwo- [w]- [w] [Wl I X 4� u� '�:•:. #...♦�:•:�►•'ers �:--- ►♦ ♦ .-#-.+# +♦ I PROTECTION KEY NOTES r \\\�►\�.;, '►��:��- z* ��; :ii�+++` -w.-•::+#+♦+++++++++++++++i+i#i♦i+i+i+i♦i#i#i+i+i+i♦i♦i♦#�+i♦i+i!♦+`�#�♦++�♦�♦�+..• � — . Lel fir 4..#+ ♦#####♦######♦####+♦♦######1#############♦######sQ��+###• I 20 PROTECT CURB p EX WATER K o ♦♦►#��•flP OF##♦#♦####♦###+#+###+###+#+#+#+♦##♦#######+#♦##♦r#♦ •♦######O#• VALVE •#1#########♦##♦♦########♦#♦#♦##♦#♦♦##♦#♦♦♦y####+♦##�,.f III —1 -NW 21 PROTECT UNDERGROUND UTILITY ? omo 0.:4 � 0,*44 OEX FH EX FDC H n ? Z m O O Pi":„. ASSEMBLY , Z n - _ 11111 IVEX FH 12 © F N0Nr w r. z n - LEGEND ,� �4 m � T II Lj. r. . C EX 4" DOUBLE DETECTOR u ' �- r�� EX 3" WATER � a I C �I\ +�++j+j+#+�+j+##�++�#j APPROXIMATE EXTENT OF _ ,� CHECK VALVE ASSEMBLY VrAy1T ` ,r/ //�� 4 / SERVICE VAULT �, �� #j+j+#+♦+j#j♦++j##+j#j## DEMOLITION OF CURB AND ►_�_♦ ... .. A PAVEMENT PLAN - SW 97TH AVENUE SCALE: 1" = 10' . — U REMOVE TREE L o X CO -i I p I T \A\\ IO I _ � � - -atrrl oI o 1 1 ,-- — I • T —�� T T T _. _ r m \ N CS ��_ 1 i 1 - T I 14 i� D O 1,3 u-' N, /1 ° Q N. O N T '� -Lt p 'a.2 9�� 2"G 2„ nH0 f1H0 nHO nHC 0 0 D/W - I \ n 2"G • ^ 2"G 9.,2 4 ° 9.� P} a 2 V RHO 2"G nH0 9,Z nH� —pn O G 2"G nom- nH0 p ♦^ �/ •. nH0 -. 2"G G G v J CD z z Z,GCm) Ce 17"s17"c1) I T k 2' n - I 1")" Ll'YP 1,2"f C- T.If�G f� 7'¢R-- - 17-:.9 .. p I - 12"SDI —I 12"5D 12"5D �i„ - neo m m 0-, �O N I nH0CD u, CO`LJ a] III= z MO 2"G z - �� I U m U vis $"55 8"55 8"SS 8"SS 8"SS 8"SS 8"SS 8"55 8"SS "SS 8"55 8"55 © 8"55 8"SS 8"SS 8"55 $"SS -- 8"55 8"55 8"SS — 8"SS �E J! 8' Q O `~ // O O M , C/ �11 I 103+00 SW 97TH AVENUE 104+00 Ic 6, - - -- + - - - - - -- - - - I - - - I _ W�-. CO 07 LTJ LLJ ■ 1-r7 Ell ,._ CU 0_ =I �. 1 2 12 in cp X (-- - 1-- s 1U- .. co Lo Lo 0 1 roi <1 7111,7,- , FP-11— --.17:.3 o ..N- IT / [w] - [w] [W] 6 [wl ] [w] w] [W] DM -— [ [WI [w] [w] [W] IT_� [wl [W] [w] [w] [+N] [ i !i#i##♦♦♦♦+-'iii'ii� ltilDffLi_ 7 � z � 1t -..J n zaI xi ri— D O --- — — — 1 — — — — �� — — O — — — - - - - - - .�_ - a� 111 SW Fifth Ave., Suite 2500 0I,4 1:4, �~ . . 1 R�-4 Portland,OR 97204 NM NI '`1 ` r •�7 0: 503.227.3251 o_ • I OH N I F: 503.274.4681 0 - © L-7 � - 0 www.kpff.com 0 "1-1- 0 o © 0 TIJI _ _ a_ 16 -,-� � ri::-'11 T I (,) E 111111-abLil . ,I ill -,4 . TI- t•-• E.,---1-1 awl r-1 I U1 w PLAN - SW 97TH AVENUE 6 � w M 00 SCALE: 1" = 10' O o, E Ur , N o -. o r: k e y plan Z j 5 W - - - Lo W ! N\ JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. phase I BID & PERMIT /to DESIGNED BY: J. ADAMS p iN PUBLIC FACILITY IMPROVEMENT PLANS rY SCALE 1 INCH - 10 FEET DRAWN BY: R. CAD UA TWALITY MIDDLE SCHOOL 1 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON �� 111 SW Fifth Ave., Suite 2500 (110 . 4 date I FEBRUARY 8 2019 V a� ° 1 Q 0 10 20 Portland,OR 97204 PLOT DATE: P 0:503.227.3251 216119 3:21 m ' : 503.224.4681 JAdams EXISTING CONDITIONS AND DEMOLITION PLAN 4 28 co -4-www.kaf.com PLOTTED BY: SHEET OF revisions N RECORD NO. DWG NAME: • - Wg O REVISION DATE DESCRIPTION BY TAB NAME: C0.4 1600329 I _i a- CI Q 0 CI5 M >1_ J Q project # 16055 6 N PUBLIC FACILITY CO O CD IMPROVEMENT CL� PLANS •%- CR0 CV a_ � U 8 • 3 r O CV di CO J NLL - --- PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR (.........)0 BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. , wirJ SHEET NOTES I eaIBI '" 1. COORDINATE LIMITS OF PAVEMENT REMOVAL WITH PROPOSED I I IMPROVEMENTS. I i�3 t9� 1.� 2. SEE SHEET C1.1 FOR CENTERLINE ALIGNMENT INFORMATION. Dull Olson Weekes - IBI Group I 0 ---------7---....7- nHn i Architects, Inc. a„z 2"G — 2"G 2"0 [9] [o] = nHo 9..Z - 9„Z - ,G} [GI [GI - jG] - 16) n,�e jWI -rmi„ -• 0 KEY NOTES .,,� � .�. .. M.. �. .... ...� Ic o X A — — 9.,z `Jz L � _ c�.f aI �� p}{O9.( 1171a — —f fiHa — fIHO O' f�-�1H�ri i5H0 nHO f1H�' i'in�1 41 ,� a - . 907 SW Stark Street Portland OR 97205 USA nHa A nH a v nH z �� a.,z 4 N a /1 N. A p ►00000"`♦00001 A a 0Y♦0�- - I1 REMOVE STRIPING tel 503 226 6950 fax 543 273 9192 I 3 9..z �, �A A . / I • I \ `♦��t►♦ •'1�►�♦♦ �^ —��1�i A.� — "J1. www.dowa-ibigroup.com www.ibigroup.com I / �� ° I 2 DEMOLISH CURB &•004'♦OOO.O.O�i�•�i��0•�� _ /c N 3 REMOVE TREE I N.' ut I 4 SAW CUT AND REMOVE AC PAVEMENT AND CURB V I 01 acs° ,- - 5 REMOVE EXISTING STOP BAR ~ /I- � - ©�� O_ - 02/07/19 > 8"55 8"S - 8"55 • 8"55 8"55 - 8"55 8"SS $"55 4 I iik -i 61 _ ©, 107+00 6 REMOVE SIGN AND FOUNDATION. �5<c% �N�Ffs`�/O 105+00 HAVEN E Q0 _ I 9 REMOVE AND RELOCATE EXISTING POWER POLE AND GUY ``?9701PEL.L.i I _.__... — •\ � y97r SW 97T �`� w �° WIRE Z r �,-vim~ Z I c .= 10 REMOVE EXISTING SIDEWALK DIGITALLY SIGNED OREGON _ EX POWER POLE o0 o U '°q r. rn to yo U EX 6 WATER LINE ��:it 1- 11 REMOVE EXISTING CURB RAMP a`a E� I 0 AND GUY WIRE �_r Inn:v..1 11-,• • NARK �� to N3 __:\.. .. . ,, ,,-- .- _ 1 EXPIRATION DATE: 12/31/0 I ♦♦♦♦000♦0 ►0♦♦ 0.• • •i► ♦+I►494.4S tfe►i♦i��♦4�♦�♦�0�0�0i♦Oi0 00` i90..O9j= 1V0i+♦w 14♦`+�O♦'O'O'O♦O♦v♦00v► Awr•www.fil;► .........................0�!•�•`•�•�•�•O•� s�wO•�. 0i��0�0.� i. A...�- ..... 0000 • - 0 I 4116, ��000000♦I,. EX WATER ♦0000♦0♦000♦000000000000♦♦♦000♦00000000♦1♦000000000000♦♦O♦♦0000000♦♦♦0♦000000000000♦♦0000000♦♦000000000000000000♦G✓.� . . . I ��0��!i00 VALVE : 0: 0`0�0�0�0�♦ 0;0�♦�0�0�0�0�0�0�0�0�♦�0�0�0�0�0�0�0�0�0�0�♦�0�000♦0000 0000♦000000000000♦000000000♦ 000000000♦ 0000j0j000♦♦j000j000j000j000j0j0j♦00♦0�� rn X.`:,♦,♦,♦♦.♦.;.:.:♦;♦♦.♦..:.:♦:♦±.:.:.:.:♦:.♦:♦:♦:..:♦:♦:♦:.±♦:♦:♦:♦:♦:♦:♦:,:,:♦:♦:♦:♦:,:,±,:.:,:,:,:,,:♦:.:,:,:.:,:♦:,:.:.:.:.:.:.:.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;♦!% © 4 Ohl, / • 1111 I X PROTECTION KEY NOTES - — I — — — — �0i��♦�00�♦•,�,►,w�,.�• ��♦ • _0_0_ 000 , ♦000000�000�0�0�♦�00��•X0000000000♦00000��00000♦♦�00� 1 - .— . 6 �_ p = 21 PROTECT UNDERGROUND UTILITY • a D. tL OI yU I. c a . EX FH © a • \ I I 1 aoC • \ - •• • / A , PLAN - SW 97TH AVENUE LEGEND SCALE: 1" = 10' ♦,♦00��0♦0♦�♦♦000��0�♦74 APPROXIMATE EXTENT OF -— DEMOLITION OF CURB AND AIP I �jr�0��j�00��♦00��0j�� PAVEMENT cn r 0 nHo f� ~" - nH0 I — � � »_ nHo -�� r _ nHo —~`— nHO REMOVE TREE nHo ----.�— nHo nHo O nHo �J 0 � � - nHo �- nHa --�� N � � N nHo — `- nHO �� O CJ O [V mo — 0 0 0 f--- I ` I ' , C� I z 1 rxo „ "ss �+ - 1 �W c ♦1 �8 .1•��♦1`1♦1•♦ s „ s I CD CD 7 5,,e- _r; o SW 97TH AVENUE 1 u7 I 5 .. 55$` 55S„�_ c CO 6 CD 01.8,00 Qm _ hmili. .miiI 0 O r--- 6-_; m Q558 f — 1 — Oo 1 �i h .110.W — ® �5 � 1111814♦ ♦\ 0 O : r � . 4► ,ZI- r J _ CO CLC.}I .•:'100000000♦000�0�100000♦♦000000000000♦�'I�O�iA��00000♦0♦00000♦ r CU I— 0 ��-0 •O♦00♦0��0�0.0�00.��00♦0000000♦0♦00� �►��♦♦♦000�� *0� g . . ♦00000♦0A' 1_�0 ,4._ A- —4"� X.. 000 ” ♦♦O♦00 1 ♦♦ — 2 ' ') X .��0�00A��i�ii00�0�1� ►.0�► ♦0' 014 _ - -1.1j rh EX ,: M rY �♦��♦. . - ...♦` ili- .�♦ T a CL " I - / Il 4 • -z ie v1+cv .�� I' + CO\ 0000000*.00001 a A r �. L.. a ,..�r�7 0�►0.� 100000♦01900♦ n / •"4. ♦��'•� el.V. D W X000000 �►0♦� _ 11 I / Q a v i , •0) • V% 4. v 4 Ok:40 � X0000000000♦0�►��0� I\ — — — — — — ,•� iifr"ii- a? 109��0��"0�r00 z ig:IffL ♦♦0000`040 - z° - I--� ♦♦00♦4►00.00 .. >' 00000♦00�►0t .I --� —I • F � _ 0000.•00J . oI 1 ♦0000� �►♦♦ rn ► •• •�• ♦♦♦ 661 o W Q _ 0 00- .- �.. 73 m m 111 Portland,OR'97204 2sa0 .� '�� ♦♦�:.♦1�+��.��' o y-.� I 0: 503.227.3251 a I _ �� ♦♦♦♦♦�•♦rte♦ F: 503.274.4681 CO Cho �, ..... lk �f�i i ► e" www.koff tom rk ir z �, 0 a I lk +� Visim u) a I r' 1 ► U PLAN x W cj m SCALE: 1" = 10' O 01 U r 0 N o .. H c -j key plan w --I'D' - - - 2 c>a c' JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. -. DESIGNED BY: J. ADAMS phase BID & PERMIT Q iN PUBLIC FACILITY IMPROVEMENT PLANS j DRAWN BY: R. CADUA SCALE 1 INCH = 10 FEETC. TWALITY MIDDLE SCHOOLC 0 • 5 2 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON a) Ime5me%mmenommomm6 111 SW Fifth Ave., Suite 2500 Portland,OR 97204 date FEBRUARY 8, 2019 U 10 0 10 20 PLOT DATE: 2/6/19 3:21 pm O:543.227.3251 CO D- FO: OF www.koff.com PLOTTED BY: Adams revisions ELm in N DWG NAME: C0.3-EXC-PLAN.dwg EXISTING CONDITIONS AND DEMOLITION PLAN 5 28 N RECORD NO. 0 REVISION DATE DESCRIPTION BY TAB NAME: C0.5 1600329 I ECI Q 0 m H J project # 1 16055 1— CNI N PUBLIC FACILITY co O O IMPROVEMENT PERMIT 0_� PLANS =CD �CSN CNCL ce)U C8 . 4 4 ,z O N LLI IIIIIIIIIIIIIIIIIIIIII CDJ C1LL 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, fr' -'") 1Li SHEET NOTES J \\ 1. COORDINATE LIMITS OF PAVEMENT REMOVAL WITH PROPOSED IMPROVEMENTS. /Pe IBI W / T � - - - — 2. SEE SHEET C1.1 FOR CENTERLINE ALIGNMENT INFORMATION. Dull Olson Weekes - IBI Group T -- ! ' �� W FO ' � T T _— T T T T i Architects, Inc. Q% ss� FO v, css Fj:____------------ �� CO KEY NOTES 907 SW Stark Street Portland OR 97205 USA • ' FO � i O ,� S o _� FO FO 7 FO - - FO — - — - _. rc' - Fo FO tel 503 226 6950 fax 503 273 9192 Ts -` �� FO FO FO 4 SAW CUT AND REMOVE AC PAVEMENT AND CURB wtww.dowa-ibigroup.com www.ibigroup.com 1 ---4"SS -4"55 -4"55 ret N) � CFI ,...____,// 8 S5 8"55�� 11 REMOVE EXISTING CURB RAMP MilMiliiiiMIN 8'SS s°ss _______--- - 8„5S 12 REMOVE EXISTING GRAVEL AND WOOD EDGING 8 ss 8"SS - 8„S5 -- - . 201+43.73 8"55 8'55---� ► SW INEZ STREET 201+00 - — ' — ��ED PROFESS oz!o��1e • ��-J 200+00 � — . — --E�' _ X ,z„ ,`79701 PE� .,,,. • ) PROTECTION KEY NOTES �� • �j• v S �� DIGITALLY SIGNED �/i W W — w W W w v t, w N W \,w w w _ w 20 PROTECT CURB ✓ORECOo �, 22 PROTECT FENCE A ra, pyo MARK DE �.�;�♦�♦,� aim\IN __._,0 -__ _ a — 4 EXPIRATION DATE: 12/31/19 \ � !� i!+ .►, L - ds ' 4 4,-,. 0 d si 417•40, \ i_ 0 iier N ___;__ ____-____-----__--------- . a .1 d Z1 d — ' ,. J-J- .... 1 o . ‹ - 4 ___d_--,7_ LEGEND , / —, � :� e � :,: � --•� 4 --— . — _ - - - APPR MATE OF d d 4 ° ♦ •M 6" •��+�� DEM OLOI TII ON OF E CURB AND �� PAVEMENT a 4 d d d Q411 ,'♦�, 11 , ° . II .4A/ 41 A o mit I I F, { '` 6” ,, A ' I- 4" // --,,,, 0 , PLAN - SW I N EZ STREET .1--1P SCALE: 1” = 10' U S� - < � 0 .N( C)\/ ) � z O —c c\JN e.- </ W Ip V ,...... u) . I I v 1 < = c o I EX GRAVEL I z C _ ii cr)i 4) CU a LOT 14 LOT1 411) , a al J- 112 lJ - W - V M a a Q o 1` °° _ \ 000000 . 0o F. O C� cn � _ ;_, G o 0 :0 ; 0 o V ov W ov o00 � f O � � O ° o 0 ° o " O ° o ° o O ° o O o O ° (:19) ° oO ° O ° oo ° oO ° oOp ° o r r-it Io 0 0 0 0 0 0 0 0 0 0 0 0 0 `"10L M M°0_ oO ° oOOoOo ° oOO o ° 00 oO ° o O ° p ° oO ° = �'Q o 00 ° 0 ° 0 00 C; ° no (7 ...°. r. o n o n o - _ o .h 0 n o - o as �� J 300+00 I n o 0 0 ^ 0 0 0301+00 ° 301+15 o c� Er a _ — I — n — — — — I PED X 6A-rs . -0- 4., o Q x-ING CD o 0 w O 4_; I _.. — - �. U f EX FENCE 1111 ,,t' __ __ __ __ _ _ __ __ __ __ __ __ __ __ ____ 1, IkPflmf 0 E ! LOT 57 I 111 SW Fifth Ave.,Suite 2500 Portland, OR 97204 0: 503.227.3251 F: 503.274.4681 www.kpff.com O CD J Q cn E ----------•----__.,__,___.___ck K•,t4/ E -F, CS: - T PLAN - SW 92ND AVENUE PATH c mw SCALE: 1" = 10' U m CL 66 NOc:, (.0 key plan Z s7-6' L-1 - - 0 ai JOB No.: 1600327 9500 SW MURDOCK,T[GARD,OR 97224 SHEET NO. w o� phase BID & PERMIT O ...--(1)DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS jN DRAWN BY: R. CADUA CL SCALE 1 INCH = 10 FEET TWALITY MIDDLE SCHOOLC 0 Z v t 1= = 1MMI =1 lq:Iff111 SW Fifth Ave.,Suite 2500 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON • 6 date FEBRUARY 8, 2019 U 1 0 0 10 20 Portland,OR 97204 PLOT DATE: P J � � 0:50 .227.3251 216119 3:21 m m �} www0 kpff com81 PLOTTx DWG NED AMEY C0.3 EXC PLAN.dwg EXISTING CONDITIONS AND DEMOLITION PLAN SHEET 6 OF 28 revisions N RECORD NO. 0 REVISION DATE DESCRIPTION BY TAB NAME: C0.6 1600329 J 0_ CI project # 16055 PUBLIC FACILITY N Cr) O IMPROVEMENT I r. N N 0_ �U . . C 8 ■ E5Z Nuj CD_I (NU_ PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET THEY ARE INCLUDED FOR f 4) __49 BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. r' n, IVIli 4.0' ROW DEDICATION i 4.0' ROW DEDICATION1111 I I B I I 1 1 1 19' 6.5' � 3.5' i = 19' - - 6.5' - 3.5' .1 Dull Olson Weekes - IBI Group 3' I PROFILE GRADEN 6" SHOULDER I PROFILE GRADE (MIN) 6" SHOULDER Architects, Inc. I 1 71.:- AT FLOW LINE AT FLOW LINE- 13:1 MATCH I 907 SW Stark Street Portland OR 97205 USA r. 3:1 MATCH tel 503 226 6950 fax 503 273 9192 L (2%_4%) 1.5% CATCH SLOPE 2%-4% 1.5% I CATCH SLOPE www.dowa-ibigroup.com www.ibigroup.com S 1 .,,, .- 1 j 1 .t ,, ' �' N I 1....____ MATCH EXISTING SAWCUT !•' °•°'° 1MATCH EXISTING GRADE AT ROW6" 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) o2,oz19 DWG. NO. 182 (SEE C5.2) Rip PROF (SEE C5.2) •� Esse EXISTING CURB STANDARD CURB PER DWG. NO. 125 �``��`��G t rW pE oy9l 79?Ol P>= TO REMAIN (SEE C5.2) �,�= �- DIGITALLY SIGNED OREGON O - ( NA RK D�-�y 1 EXPIRATION DATE: 12/31/19 I TYPICAL SECTION - 97TH AVENUE TYPICAL SECTION - 97TH AVENUE STA. 101 + 14.45 TO 103 + 33 .81 , 103 + 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' 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' _ = 6.5' 3.5' - - VARIES - - 6.5' - I -1-+ 3' I C..) 6" GRADE BREAK I z PROFILE GRADE (MIN) -PROFILE GRADE I AT FLOW LINE 3:1 MATCH I-- AT FLOW LINE I CATCH SLOPE Cl) 0.3' 1.5% (2%-4%) . 2%-4% 1.5% MATCH EXISTING CI �w - "� " 1 MATCH EXISTING z ,r--' -'-' 2 MAX. GRADE AT ROW •°°°° GRADE AT ROWo°°o°°o=o SAWCUT ° ° SAWCUT•• F- , - - a 3:1 MATCH 0 6" OF 1/2" DENSE GRADED, LEVEL 6" OF 1/2" DENSE GRADED, LEVEL CATCH SLOPE ... C- 2 HMAC PLACED IN 2 LIFTS OVER 2HMAC PLACED 1N 2 LIFTS OVER -4" THICK, CONCRETE SIDEWALK 0 N 4" COMPACTED BASE COURSE PER 4" COMPACTED BASE COURSE PER U DWG. NO. 182 (SEE C5.2) -4" THICK, CONCRETE SIDEWALK DWG. NO. 182 (SEE C5.2) PER DWG. NO. 120 (SEE C5.2) r^ PER DWG. NO. 120 V J fY STANDARD CURB PER- (SEE C5.2) STANDARD CURB PER DWG. NO. 125 Cn DWG. NO. 125 (SEE C5.2) (SEE C5.2) + CD _cc$ CO 73 CO (ji cam.) Q O 1� O 4 TYPICAL SECTION - SW INEZ ST TYPICAL SECTION - 97TH AVENUE M M STA, 200+ 00 TO 200 + 72 .06 STA. 106 + 77.96 TO 107 + 76.29 ca o J SCALE: 1" = 5' SCALE: 1" = 5' O co co ui >- f Li_ - - >-- I' I- 71 a--; ..►-= 1 0 c.) ...---- w a. 1E: 0 4 Q ._ 111 SW Fifth Ave., Suite 2500 U Portland, OR 97204 Z 0: 503.227.3251 o_ F: 503.274.4 681 / www.kpff.com I- cD O o Q 0 ..---- w W a E -o I- 3 m d. I O 07 E U fN CI- CJ o .. H `f' 'k e y p l a n z i6 - LJJ JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. LU Q� phase BID & PERMIT O DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL 111 SW Fifth Ave., Suite 2500 1<pff CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON FEBRUARY 8, 2019 U O Portland, OR 97204 PLOT DATE: 2/6/19 3:21 pm CO . 7 date _ _ O:SD3.227.3251 J LT D_ F: 503.224.4681 www.kpff.corn PLOTTED BY: JAdams SHEET OF revisions IZ N DWG NAME: C0.4-TYP-SECT.dwg TYPICAL SECTION RECORD NO. 28 N 00.7 1600329 O REVISION DATE DESCRIPTION BY TAB NAME: a 0 Q U CO I- J project # 16055 NPUBLIC FACILITY co Q IMPROVEMENT PERMIT 0 c.�co- c), PLANS co 0 • •Nr CV0_ � C8 • 6 U . _ oz c„,.., (O J_ NLL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET THEY ARE INCLUDED FOR0 BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. I r' fl, ivJ _ _________ ____ ___ ______ ..__ .............. _ I :POE SW 97TH AVE i 108+40.00 N 133255.84 0:0 I B I a 1 L• 3 E 321335.67 - I I Dull Oisoneekes - IBI Group Ia� - i L I I Artects, Inc. sici .- SW 97th AVE SW INEZ ST PATH 4 ,00,475 , ,• 0 ,f ,� 'r Number Length Radius Line/Chord Direction Number Length Radius Line/Chord Direction Number Length Radius Line/Chord Direction 907 SW Stark StrPortland OR 97205 USA 'V tel 503 226 6950 fax 503 273 9192 'N'x '9 i I I L20 L1 642.336 N00' 34' 45.43"E L20 143.731 N87' 36' 20.32"E L30 115.001 N89' 43' 50.22"E www.dowa-ibigrouom www.ibigroup.com /1* I I " � w _ - C1 94.721 477.460 N05' 06' 14.57"W ;� otk git lits 1 L2 6.200 N10' 47' 14.57"W o IS. ., 201+00 201+#3.73 1 �- 200+00 - I C2 94.721 477.460 N05' Q6' 14.57"W moll..; ,� �� r - _ 'A° L3 2.025 N00' 34' 45.43"E P RO 02/07/19 swillartillitRkli i 1 Ih L 0 * POE SW INEZ ST- 7%_� = '<' 79701PE 1� • * * 201+43.73 �' 11 - N 133118.08 �- - DIGITALLY SIGNED OREGON L POB SW INEZ ST �� •� 200+00.00- • 11 E 321745.97 \�� ~{ `� `� N 133112.08- • " _i m i i i - N. NN Itis. i 00 o --� E 321602.37 °°' N. "\ I o --- - NM !j �``�`�N • I �U( MARK 4��r to h = j I i i i I I I 111 y �� I EXPIRATION DATE: U/31w/19 I I� I ;IP• '1'''••411%.*, Lao I i ** tftiki I cr c c c [ [ rr [�tc�t c c c ip •♦• �/ 1 L V �� 3L1+Q0 ••♦ �} ' ►i_Ai/ � ' 300+'00:.. - • • • • • • • • • ""•• 'Ntir i k "Ill ' - [ i 10 , LThr / lop **4, ,t, •• / v*, • / I o 11.1 •1111 ♦Ii♦1♦• ... ....:... 0 • ,,,-7,:..--*.t., 'il• , POB PATH POE PATH 51 Ii• '' ♦••• 30Q+OO.QO o 301+15.00 I o / x•11 111*1 /i•• ` • N 132981.96 N 132982.50 I 1 - / 1111 11 . : E 322586.05 ♦ E 322471.Q5 I / / ♦1.1 1111 O • - ♦• 1111 �1�'� ''I / v. ... ) , J 44 ) /7(♦ . 0 1♦ 1�♦♦ & 4 0 A . I °**4 I p iv if/ ) ... L. +- 1 % / 41 / 1•�• •••1• ♦'♦'•'1•'' \ \ 0 V J tat a _ ♦ 11 1�t c '01 •1• ♦• •, _.Yui - - ��_ 1III _ * • II *♦o: 3 ♦.1•♦ i • \ o ' �� • 0 �r ' - > > I > > .1. ♦1♦1� TWALITY MIDDLE SCHOOL 1♦ /:� itip,, 44 ♦SI i ♦l♦ L1 � G 0N, / y♦♦��°e��r• 1�••' e &I*I OC o - I ♦1�b14♦ ♦•i t��;fir' V O . ♦ r , ,• ,11.14 F•♦•♦ 00/ 1••' ',411S-0 .. ..i.14 • • 4 I I P. 40* �0 C) .. low "0 Ct3 •,••• ' *4 it o r.F" x;!111°��-Nver qa 1 s :1*** � Q o ti � ,. X00 ANP 4 P **..4 P. 14 r `� 1 � �•14 0 � r • t : :Z LamM Cr)Q + . - ♦ 1 ♦ �� •# 4604 :' 7 Ott • �t • / .,. Itiv.,•, ;:T -- _ , ql 1/ ," CZ Cn d ,,,,,, -\,, . _ 1,2 ...0 in .YY I ma i ire atkorriv- V. Aptis • ,T ii allt, 5 .. 4.* ' //% 41 1.,.-.. . ,. oil. t , bt/ ♦ • k a� II. a ■ ` . 0 /C) III �' d/.. 111\ 111 SW Fifth Ave-,Suite 2500 u ' � ' ' 7' *4 • / I Portland,OR 97204 �, y*fp v � 04 P4111 1.1 :� akv / O: 503.227.3251 / / ` . . . a . , / F: 503.274.4681 0 r ..,4 www.kot.com wit, • c - 1 _, _. _ -4- /* \ - ill 0 Q i ---fT i V 4 I l L • a �, ' ' / 0 / ik o r1 l ISI 1 1 T f f� I I I 1 1 1 1 1 1 1 -- �• .) ' O /r . ' 1 °' •■ -AN __ V*4 * 1 ) I - - / - - i - - _ © + • L T i vsa i.1. a Idf. ��: .- ._.-.-- _.-_ - - - - _- Ecn I POB SW 97TH AVE = ❑ / U / i ) °� I 100+00.00 I �, ---; _ . .._ 1 1 i o .. N 132417.04 I I �� ' k e y p l a n r2 cD "' E 321347.15 11 - ! 1 / • • Z7 F I .-- . I I I 4 i , i LIJ ow ° JOB No.: 1600327 I 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. N. piase I BID & PERMIT O �N DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS CC o a. SCALE DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL 1 INCH = 50 FEET CHECKED BY: CITY OF TIGARD OREGON a. z I [ IIIIIIIII� d� I Por SW Fifth Ave., Suite 2500 P. DEDYO V o Portland,OR 97204 _ - 50 0 50 100lq:iff PLOT DATE: 216119 3:21pm date FEBRUARY Qi J il o_ F: 503.224.4681 PLOTTED BY: JAdams SHEET OF revisions CO * www.kaH`comHORIZONTAL CONTROL PLAN8 28 x DWG NAME: C1.1-HORz.dwg CI_ N RECORD NO. N CD REVISION DATE DESCRIPTION BY TAB NAME: C1.1 1600329 C U 6. m H J < project # 16055 th PUBLIC FACILITY N Cr) a IMPROVEMENT PERMIT �co � PLANS ,N NCI- �U '1._ a . 7 ..... �Z 0 "di CD-1 PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET THEY ARE INCLUDED FOR r.......)(3 BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. -----1") ,. INIL J 305 305 SHEET NOTES eii ii 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 C0.7. 907 Stark 300 300 tel503 226 6950 eet Portland ax x 503 2 03 9192 www.dowa-ibigroup.com www.ibigroup.com EXISTING GRADE EXISTING GRADE-_\_____.____ f - AT CENTERLINE AT SAWCUT - _---- - 0 KEY NOTES m -SD CB-27 0 --- __------- J r 2 PROTECT WATER LINE m m 100+82.25 - - - - - Y ~ ` Y 02/07/19 Cocp to PROPOSED GRADE to RIM=293.78 �c\l r _ Y - - � ' 11 SAWCUT EXISTING PAVEMENT <coPRWess 295 `� �:n AT GUTTER n� [ IE 8" OUT=291.90 (W) �J±� J = - ~ ~ 295 ��S��GINE-F��D'yy N� N +0 Ni a _ • 20 CONSTRUCT 30' STANDARD DRIVEWAY PER DWG. NO. 142 79701 PE + a"' - -p°' - EXISTING GRADE (SEE 05.2) �� - 0 rn - _-N - r N - U AT GUTTER DIGITALLY SIGNED - - - - _ w-- - -1 17% r - - - 21 CONSTRUCT STANDARD CURB PER DWG. NO. 125 OREGON 2.41% -:, - - - - -0.42% - (SEE C5.2) .o ''�,/• �o, z°°. O 22 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 120 �U( MARK d�0� - (SEE C5.2) I EXPIRATION DATE: 12/31/19 I 23 LIGHT POLE. SEE ELECTRICAL PLANS. 290 290 24 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL SECTIONS, SEE SHEET C0.4. 28 INSTALL 8' CROSSWALK STRIPPING PER MUTCD. 29 INSTALL STOP BAR STRIPING PER MUTCD. 31 CONSTRUCT VINE MAPLE STREET TREE, SEE ONSITE PLANS SHEET L5.1 FOR ADDITIONAL REQUIREMENTS. 285 I 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' C...) VERT: 1" = 2' 43 LAYOUT PER GRADING DETAIL 3, C5.3 - - L f ------ Y`SD I 48 CONSTRUCT ADA RAMP PER DETAIL 1, C5.4 CO \c' \ p PPP =WWI 0 / I co 49 Cj•. TNNN H1 -W- / � °C" ° r•- O '_'I o / _ T : ._ N 1_ T _-._$-ter a v p �� u \ L. \ T �` p p T 100+$2.38 /r - T :2-:---LI T ^ T -I.h ` Tp I. 1 1 -�- T 4 ° T T �k p / IT° ° O ti c� a LT 18.38' ,l 1 I , D/W ^I ` --Ir-is-- - 12"513 ° i\\ D = T _ r 0 ��II 12"5D aqS°yio°,; 2"5D 2"SD SD CONN-1 12"SD I/1-- �1Sp 4 12" D \�12"SD 12"SD �} 12"S \ "- ��` 11 �7 CONNECT TO EX. 12" PIPE / 1I CO / Do O .`` '' IE 8" IN=291.54 (E) z / -- CD CD a x � / > I 100+68.90 , �i FIELD VERIFY INVERT �� G �� LT 16� .$�3 - -� Vii® 2"G Z'G 2"G 2"G 2"G - /1"G 2"G 2"G -- 2"G7:3 CU Ni [91 [G [G] I [GII [G] [GI */ [el C, / g..SS��. i - 0 ' 2'G 2 G (}HO / N. g- / _- / � ' OHO (� QJ m SS /------='294 �) 8`SS 1©� 8"SS- �� MIE P" 8"55; 8"SS L� 8"SS 8"SS 8"55 8"S 6• _ 8'SS 8"SS 8"55;‘,..hti 8"SS 8"SS ttin�7 8 55 8"SS// 8" 1- Q Q ~cr, - 55„g •__,' N �� 2 _�- nHo Z, _ M O 0 _55.,g 100+00 °° # o } 101 too , SW 97TH AVENUE 11H� - a W 1 a2+oa ,/ �6 W c3 �" G '��' - ` 0 UTILITY KEYNOTESM M _ N N. W CU w © `� nFlo END N. N 2 1- I \ • 1 CATCH BASIN G-1 WITH BIKE SAFE GRATE PER DETAIL o M c� cc . 20 _ nHo �� MATCH EX CURB _ N. N. U 1�C5.1. _ o O c~n \ I -� CO } 21 100+82.26E n N 101+14.45 -- - N. ~ I [w] ` BEGIN m 3 Z 11 RT 19.00'O_'' iu - - 4 - \ 1¢ 2 INSTALL 8" DIA. STORM LINE PER DWG. N0. 1$0 SEE C5.2 r c.i 100+12.59 [WI j `�b - [W[ [ [wi [W] w _ ` RT 19 00 ( ) RT 19.00' 4g -A w + 48 nHo 1R00i1�957�� 48 - _ \ \ - • Iw] IW --- [w]-1---- 3 INSTALL FIRE HYDRANT ASSEMBLY PER DWG. N0. 542 (SEE r: :'s:e:e:i� F:',=. 2iii*isi:i:::,:t::,:,;::::h,..i.:,:::::Esig:i:E:DE --- er --i->P-, -00- N. --,.. E -- .:.::::::isi:isi:i*izeiii:::•qiiiiiaso• )111° , ....... � - •�.�- _ - - - 4 FIRE DEPARTMENT CONNECTION, SEE ONSITE PLANS E L ? \� `` \` 1<lif N \ t Q � � p - - X293 N` - - - - - - a N_ _ / �`� r~=` `�� ° / p a ___ t`�+ ° ~ g~ � �'____ 1. 4 f � _ ty _ - _ ` �. _ 1-__ -` 4 ` ` ' Y ` 111 SW Fifth Ave.,Suite 2500 \ 4 Itticv. a __t _ 98 Portland,OR 97204 r , s , - - - -� °°° - -: - - `� ____L----7,-___;______ � r' _ ,,� - _ s - - O: 503.227.3251 Q O ° - - _ - 1 1+00.54 -` r , - 4� �h 297T F: 503.274.4681 jwww.kpfi.ram J C7 -I \ '- • dyoo+2o.66 � I X. 1 • RT 27.04' N. - - - - -Q101+5722. - o N / / iflfl+50.65 7P - - - - - - 292 - ip-�! f-- _ r� 96 - - G] fV .�.. RT 26.99' '. RT 27.fl2'� 101+27.23 f RT 31.45'' t'29 ! - ` 1 1r 100+6 .7 0+97.23 �� \ ®RT 31.54 - 5 ~- -'_ 102+17.22 o 1 1 ,� ,► ©RT 29.20 RT 31.62 \ _ - �==294_ ~ 101+87.22 RT 31.27 W \ t�� ,►/ ,►,► , 102+25.54 w v, �1 t / 2g� ` 100+59.75 �' :�� - - 293- - -� ®RT 31.36 RT 26.67' 3 inin , °1 \i� 1 .�� ►�,1 - _ RT 33.26 - _n�, ( \l _ �- -� _ ` � �- ` �� LLJ1 Q 1- PLAN - SW 97TH AVENUE T,--- ' m SCALE: 1" = 10' n! 1 E rn a_ U NN � N I- to key plan Z it in - - - - co Q a LU '\ JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. J. ADAMS phase BID & PERMIT > ...-:"(-0 DESIGNED BY: iN R. CADUA PUBLIC FACILITY IMPROVEMENT PLANS lY j DRAWN BY: SCALE 1 INCH = 10 FEET TWALITY MIDDLE SCHOOL z aJ 1q3ff 111 SW Fifth Ave., supe zs00 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON r� Portland, OR 47204 C2 • 1 date FEBRUARY 8, 2019 U 0 10 0 10 20 PLOT DATE: 2/6/19 3:22pm J ii: 0:503,227.3251 CO F: 503.224.4681 PLOTTED BY: JAdams SHEET OF revisions D N - www•kpffcom DWG NAME: C2.1 STREET-P&P.dNg SW 97TH AVENUE - PLAN AND PROFILE 9 28 N RECORD NO. I ~O REVISION DATE DESCRIPTION BY TAB NAME: C2.1 1600329 o 65 I- J Q project # 16055 PUBLIC FACILITY N CD IMPROVEMENT PERMIT 0 PLANS r--,- c-..1 N O NN N 0_ � U . C 8 . 8 ,Z 0 N LL] [D-i -,_,,L,_ PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR �0- BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. n -------) J 310 I ! 310 SHEET NOTES I ' Ca I B I 1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DWG NO. 120. SEE C5.2. ll 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. RIM=301.64 3. STREET IMPROVEMENTS SHALL CONFORM TO TYPICAL 103+54.21 GB IE 8" OUT=300.64 (W) SECTIONS, SEE SHEET CO.7. 300.98 907 SW Stark Street Portland OR 97205 USA 305 103+53.21 GB! EXISTING GRADE 305 tel 503 226 6950 fax 503 273 9192 300.9$ AT CENTERLINE EXISTING GRADE I www.dowa-ibigroup.com www.ibigroup.com AT SAWCUT I h - KEY NOTES _ a- J J III 1OJ - -� - - 2 PROTECT WATER LINE EXISTING GRADE rofr _� - AT GUTTER ozro7iis 2 �� 0. 3 REMOVE AND REINSTALL NO PARKING SIGN •\1c,i0 PROFEs3, -� 1 .�-- - 2.98% 1.500 {I v� �Gte� /Oy r 300 - - � _ -- - 300 7 PROTECT CURB Q``' 9r 79701 PE �r -- - - ==- 1 8 REMOVE AND REINSTALL PEDESTRIAN CROSSING SIGN DIGITALLY SIGNED �- - = OREGON r PROPOSED GRADE I 11 SAWCUT EXISTING PAVEMENT 1 EXISTING GRADE AT GUTTER ,d�G 11i, M. ioo Oho - - AT SAWCUT EXISTING GRADE 22 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 120 MARK Z AT GUTTER j (SEE C5.2) I EXPIRATION DATE: 12/31/19 I 23 LIGHT POLE. SEE ELECTRICAL PLANS. 24 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL 295 295 SECTIONS, SEE SHEET C0.7. 31 CONSTRUCT VINE MAPLE STREET TREE, SEE ONSITE PLANS SHEET L5.1 FOR ADDITIONAL REQUIREMENTS. 44 LAYOUT PER GRADING DETAIL 6, C5.3 48 CONSTRUCT ADA RAMP PER DETAIL 1, C5.4 290 I 1 1 ; 290 102+35 102+50 103+00 103+50 104+00 104+50 104+75 r"1, 0 1 r-, -,-r I I A iik 1, rti r t , . r-t I r- PROFILE - SW 97TH AVENUE U SCALE: HORZ: 1" = 10' VERT: 1" = 2' .� v co I y 6 4 " - N.I 1 ��- __ - I / -300-- - 1, ° I 7) L N 103+60.88 T 11 0 ---1--r- 1 O T T T T _ m 5._\ N LT 17.49' �T �.F d` U 1 � �1 - A 1. - 1 . C- i IA \C) o N \ SD CONN-2 A �. q p1' rs tV I p A _1 Q „z z., N „ CONNECT TO EXISTING 12 PIPE ° nwo nwo nwa nwo nwc 0 An r--10-P: • nwo !'o IE 8" IN=29$.18 (E} qnGi nito _aD I,A, 4I \\-): ^ z G ^ z G9 Z �9 1 . Ay* �. 2"G2 6 r n` VVv, C " FIELD VERIFY INVERT i 2°o z"� Ct 2"G N 2"G - 2 �'J„Sfl � n � cn C J » cn 11"CC` 1 lfJ�--DTZ ER --- 1 Is _________--1 1 '•) J 12"St ;� -. 32"�u 11 3u `�! �.___ G Z"G E or :.i:.i 4 'y r7'I fes_ Il}lQ r n -4411 O 0 7 W • w, - w /rrl mo ✓ 1 _ 11 © /� _ - - ' W Hca �3 Lp L�..1 �; 8 55 8 SS 8"SS 8"SS c8"SS 8"55 8"SS 8"SS m Fans Q O 4 S S"SS 8"SS ¢ $"S5 8"SS 8"55 � $"SS 8'SS 8"SS �r 8"SS 55 8"SS 8"SS � Q $"55 �- 8' _ / / di i � _ 0 O iI /� �ti ,� 103 00 // I �'m SW 97TH AVENUE 104 as - ' .-- „ , , ,,,,, ,,,,,,, , ,,,,,,,,,,, ,,,, , , ,,,,,,,,, , ,,,,,,,,,, , ,, I... ..... .. .. . . . ....._. �► a ter- -� ~� - [ ;� � - 0 UTILITY KEY NOTES L--. M Z \ 103+33.810 • 103+41.71 `1 LL' II �' Z C/? CC I = N\ N RT 18N. .33' \ ORT 19.19' " \ Q \ I= 1 2 INSTALL 8" DIA. STORM LINE PER DWG. NO. 180 (SEE C5.2) 0) C) 2 ff f U N. U - - I- N 103+29,38 8 24 \ :g 4 INSTALL CATCH BASIN CG-3 PER DETAIL 3 C5.1 u) \ Q 102+45.00 RT 26.74' 4111 © 103+99.32 _ I Q T }; , © RT 26.74 ` Q :.: ,, RT 26.74' ....__ c. - eir [ T-144.. - [ ] \ ' ...,,EW) [w] [wl \ w]- [w ?: : :;:::t=et ( ' [W1N. [Wt _LWT [VV[-----'\.N [W1 ` [W1- [W] [W `/-----_------- ,t- ---c.:: [W] illi 1q3ffi aliikiiMitrAnfi ac: `,.. '. . �'EL y --- ____ NJ '--.4-_1 q _____>i< p q 'gegenI. + q , �2 �} t} pq / p zr -p a - )--- --- E t3 ~ 4 C. 70 l. . ' 47 , .___ 1 �- --_ ` 1►l p - _ _ - - - - - - - 111 SW Fifth Ave.,Suite 2500 `-' _ _ _ �1 a3+50.54 - - - 103+60.72 • - 41 r -` - - Oak Portland, OR 97204 98 - - ® O L - - - - ' _ l L - - - - = �_ S. O: 503.227.3251 Q _ T - RT 26.31 _ RT 18.40 lig 1 �i I _ ^, _ ` F: 503.274.4681 / - _ �� _ - 1 _ Y www.knff.com 102+47.22 1 Q2+77.22 �! - 103+07.22 103+67.22 - 1 104+27.22 ,. _ 103+37.22 _ ! } - -I� ®RT 31.10 ®RT 31.01 1 103+54.21 ®RT 30.84 R11.4+302.76.82.2_ T 3fl.68 - 1o - ®RT 31.19 - - '- _! ®RT 30.93' _ -- _ - 104+57.22 ,IL o ORT 18.28 103+97.22 - ®RT 30.60 / r. 06 Q �_ ' _ 298 - _ �29g_ _ �- ®RT 30.75' -2_71- � ' 2 - � � - LLI _g LL1 I ¢ 6 J, PLAN - SW97THAVENUE (91 0° SCALE: 1" = 10' I NI NQ 0 N I- r' key plan LLJ a - JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. LL a� phase BID & PERMIT �,0 DESIGNED BY: J. ADAMS 0 iN PUBLIC FACILITY IMPROVEMENT PLANS ce , DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL 1 �- - - T INCH = 1O FEET Z SCALE CHECKED BY: P. DEDYO t I ■ ■ I 111 SW Fifth Ave., Suite 2soo CITY OF TIGARD, OREGON �� C2 , 2 date I FEBRUARYS 2019 ■ Portland, OR 97204 U � 0 10 0 10 20l<13ff PLOT DATE: 216119 3:22pm J I� n_ :53.227.351 CO F: 503,224.4681 PLOTTED BY: SHEET OF revisions vwww.knfl`.com Adams N DWG NAME: C2.1-STREET-P&P.d vg SW 97TH AVENUE - PLAN AND PROFILE 10 28 N O. C2.2 0 REVISION DATE DESCRIPTION BY TAB NAME: RECORD N6 1600329 J a. CU m 1- J Q project # 16055 N PUBLIC FACILITY 0 IMPROVEMENT PERMIT 0 Co ��, PLANS (0r Mall CV CVS CV d �U rn� C8 . 9 az CNILLj C i CALL ---- -- PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR (.......)(3 ._ BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID. wpJ 315 315 SHEET NOTES ' . IBI - - -.---__-- _�- 1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED , PER DWG NO. 120. SEE C5.2. 0I I 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 C0.7. 310 310 tl SW Stark tel 03 26 6950 eet Portland05 USA faxx 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com I 0 co EXISTING GRADE KEY NOTES CO a0 " AT SAWCUT EXISTING GRADE co cQ 1 PROTECT SIGN co cD AT CENTERLINE in Q, reio i"� 02ior19 N. n °' +N +"� 2 PROTECT WATER LINE \C S PROFFS.s o c�i + cp co - - - - ? G 1 N �O 305 -r "I`� `no o- ��'`' 305 3 REMOVE AND REINSTALL NO PARKING SIGN %�� '' �� y9l +- + _ �� - 79701PE Q� . - - - ,- - - - �`_ - - 0.89%- - -0.25y - - _ - - - - - _ - - - - - L - 7 PROTECT CURB ,-----.7-,----1 .------- 0AL ` - ' DIGITALLY SIG - - - -- -- -1.10% ~ - - OREGON � 062% - - - - - - - - - - - - - - 9 REMOVEAND REINSTALL 25 MPH SIGN .,,,• �o t4o0 \_EXISTING GRADE 10 RELOCATE POWER POLE AND GUY WIRE �U( NA RK D�ayo PROPOSED GRADE AT GUTTER AT GUTTER 11 SAWCUT EXISTING PAVEMENT 1 EXPIRATION DATE: W31/19 I 18 CONSTRUCT 40' STANDARD DRIVEWAY PER DWG. NO. 142 300 ROW STATIONING CENTERLINE STATIONINC 300 (SEE C5.2) S 21 CONSTRUCT STANDARD CURB PER DWG. NO. 125 _.-.. PROPOSED GRADE AT GUTTER SHOWN SEE C5.2 FOR REFERENCE 22 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 120. ONLY (SEE C5.2) 23 LIGHT POLE. SEE ELECTRICAL PLANS. 24 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL I SECTIONS, SEE SHEET C0.7. 295 I 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 A+ I W I 31 CONSTRUCT VINE MAPLE STREET TREE, SEE ONSITE PLANS C/) tin; ' SHEET L5.1 FOR ADDITIONAL REQUIREMENTS. Q 45 LAYOUT PER GRADING DETAIL 4, C5.3 I 1 Q6+46.49 �f to} r 46 LAYOUT PER GRADING DETAIL 2, C5.3 0 _ 106+34.79 - t9 - -� (1Ho ' O 1 2,0 2"G 2„G - LT 23.00 s1Ho 9 z - 9„z _ IG1 LT 23.10' 161 [G3 MATCH EXISTING\ [9] • . 1-r�rH� �� 48 CONSTRUCT ADA RAMP PER DETAIL 1, C5.4 �� "z MATCH EXISTING> e- - r 9.,Z D.,Z 1 2 -� 11H0 fl b. r1H N8 Z -11°94 IMO f1H0 f1H0 �l1H�,T - H " f1H0 , l A p f I 9„Z �� ° \ b. 4 a /� I\ n 4 Q Li �� L. _ _ _- a r •- J r n DAV o„z �. /_ ri - --- _ I A \ _ a -- J ° a - 106+46.41 c�� 0 106+34.79 o 105+97.64 '��' 105+78.64 T 1 4 �, �:•• L 5 3 _ LT 17.41' \ LT 17.44' LT 14.54' _ ` "---;--111 u� �� ___ _ - - - - ___ 011 .„---- .) - - - - � 40-/r...4 mim1101111110011 •11 -- 4- OM= 48 -� c.l N U - 1 ,, 24 _ _ .z9 ® /0,, „• U v N E`-- - r ! 105+88.14 , `30 - r 0411) 106+77.96 ®1 Q i - 1- -s"SS a^Ss _ R"SS ass - a°ss a°ss 8''ss I LT 17.42 RT 22.73 � / 1 Q Q r--- , 1- =1 \W Y _ - BEGIN WALL. "'"....u....."8011111 - 1071 00 lI= 0 0 r _ (61;_,> SW 97TH AVENUEias�oo J„r ��.- 107+12.02 vu >+ -0 cn�I - "- 1 o5i oa I � _ a © UTILITY KEY NOTES a '.....ZI � - cr0 0 ® RT 20.11 ZrM 1 CO1 0 ti v 0.--3- 0"--r3' I,� ' 4D _ 0 / 0 0 2 INSTALL 8 DIAill . STORM LINE PER DWG. N0. 180 (SEE C5.2) �� CD w 0 - 106+72 77 ,,► o cr DC7 106+23.12 RT 23.93' _ `:`i`i- v Q' 104+77.07 0 ii_ 24 © _ 23 ® 11 105+88.18 O 2O .•••.,:;,,;;;;:�f:::=r:::: a•:•:. `x Qr 3 INSTALL FIRE HYDRANT ASSEMBLY PER DWG. NO. 542 (SEE 1 ORT 17.92' , RT 18.Q0' RT 1$.00 w __- t ,:: , • _'`>�::;--,'iw/ 2� - ,- .. lik_f„ ,-,, _ ,, :3' 5 ADJUST EXISTING HYDRANT TO FINISH GRADE PER DWG. NO. � .1y .9L�•i:i`iSi'=•5•�3{C=:�".�'.:: ''S•i: 'aNSiH:ia=2:S::• l ••:'•�r•C•.S•::.':::1a:E-t• ::r:�C T'•'•'•'• .< _ _ _ `. .. •• .� _': '''' '•_�;_�_:t• .eCa; ... � 532 SEE C5.3) "Tiff � . :iiigiiiiiy Q) IiiiIiiiiiiiii""1""11""1""""ii"1"1"iiiiiiliiiii; ^ia P l� 0 0 ° r , °= _ _ I ,4 ' °sego°i p _30„,:e 4Q' DRIVEWAY a c4,)�xs.m x-304 f-spS a A `C ,_ 303 - .- - - - • fl° 1. a `� =. a CENTERLINE ° z 0 - ~ �* A.: ,__ _ _ _ ___ ° 1 ° M1 'I 106+26.79 a G) - ��-- -Cr v - - - - - - - - - - - - - - - ° - _ - WANA 111 SW Fifth Ave.,Suite 2500 ). \ y I - - �- - ,r� _�= I Portland, OR 97204 9 __ _..__.41 - - - - - - - - - - - - i a - `5 Y.3 \ - - - - - - - - - - - - - - - 106+0036 - _ Cç- --- -'• . - ;- F: 503.274.4681 C7 _ - 1302- •-r RT 25.71 , - - _ _ • • • Ji' iII,r41\ -'• www.koff.com Jo I I 7.22 r 104+75.45 1 _ 0 6Q' 104+87.22 - \- ` �' _ - - %' r� 1 0 a. o ®RT 26.01' ®RT 30,56 ®RT530 512 '-- - i , 1 ~_ ®105+47.22 ®105+77.22 L - - : i EI � 3, - I i. W 1 Q 1- PLAN - SW 97TH AVENUE 1I m SCALE: 1" = 10' N 0) E 0 N N r O N I- tee`' key plan Z %o W JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. > \ J. ADAMS phase BID & PERMIT � ....---,0 DESIGNED BY: O iNPUBLIC FACILITY IMPROVEMENT PLANS j DRAWN BY: R. CADUA SCALE 1 INCH = 10 FEET TWALITY MIDDLE SCHOOL 111 SW Fifth Ave., Suite 2500 CHECKED BY: ;;61ED2 CITYOF TIGARD, OREGON• Portland94C2 . 3 date FEBRUARY 8, 2019 10 0 10 2Qirmip6N4H- Q) lq:/filpm IT n 0:503.227.3251 F: 503.224.4681 PLOTTED BY: JAdams 1- www.kpff.com on SW 97TH AVENUE - PLAN AND PROFILE SHEET 11 OF28 revisions �, DWG NAME: C2.1 STREET-P&P.d vg RECORD NO. N C2.3 1600329 0 REV#510N DATE DESCRIPTION BY TAB NAME: J a U >I- I- =1 J Q project # 16055 N PUBLIC FACILITY C7 Q IMPROVEMENT PERMIT 116 PLANS N N cN N a Cei�U --- CS • I 0 .Z 0 N di (0_1 CV LI PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR )(3 BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . nn L __. 310 I 310 SHEET NOTES ' ' 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. r 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 W _~- f �� AT CENTERLINE --=--- ---z,: ___.------7--- ---:-----, KEY NOTES 1\_ EXISTING GRADE ` �`�"~ � AT GUTTER 1 ---- 2 PROTECT WATER LINE ` PROPOSED GRADE �- °2iD7�i9 AT GUTTER ~� 11 SAWCUT EXISTING PAVEMENT ��RE�P �FESf co GtNE-F %y 300 _ _ 300 19 CONSTRUCT STANDARD DRIVEWAY SEE DETAIL 142/C2.4 ,ti < 79701f E 4, 9� 21 CONSTRUCT STANDARD CURB PER DWG. NO. 125 DIGITALLY SIGNED (SEE C5.2) OREGON 22 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 120. .�� ro, 1 (SEE C5.2) U� MARK pE� I EXPIRATION DATE 17/31//9 I 23 LIGHT POLE. SEE ELECTRICAL PLANS. 24 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL SECTIONS, SEE SHEET C0.7 295 - 295 26 INSTALL RETAINING WALL PER DETAIL 2/C5.1. 47 CONSTRUCT SIDEWALK PER GRADING DETAIL 1, C5.3 290 I 290 107+15 107+50 108+00 108+50 PROFILE - SW 97TH AVENUE A--. SCALE: HORZ: 1" = 10' _V VERT: 1" = 2' L I 'r ' ----�— 0140 -_ g)n o v J I - - - nHo �� ()Ho `�� n1-10 - �� 0140 --77- ....• - 0140 -- OHO O --- nH0 -- 0 0 108+04.591I SW 97TH AVENUE — I cn \\ RT14.00' _ 0 0 N \ r \ I /Ask\I s.ss ; ss ass O C� 108+00 PC 107+31.80 1_ `�' O \ ----0' - 1 SIC`108+12.59 I �� }� - .-62, RT 14.18' �� ss„s-J �g a y/ RT 10.98' I F -�- ISS„8 I CD CZ /// M 55„8 Es 1s.1 — r O I • - � R463.46 c o • 21 108+20.28 / V l- N + • r RT 18.79' / l)O� O dj m Ii • i00 .in W }' o o�y ,U, _ _ o ,.> Q >s.� �;,r .�r�: �:,� U r1 ,, ;.. • •;. '- C � coo O ti 1!!!!!”, cr),,,, 0 �::•. :: •' '1=. ;.:. 108+20.15 �t '``'�• , 4 RT 21.79 LOWu *- :'iiE;iY?: �• '_ ° o� % .�Ow }END SAWCUT I --,''.`:la 0:114 .11....n-- -- . . . / CU bIW4 Lu VLi I is ---°%;\ — II� _ j I D - — c� �n 107+76.29 (J) < I.:.• -3S), 1 . , / A'-1- Z' ( \ t-3- a 1 _ O • • • 0� 108+20.02 c,i ( ! ' RT /” v) - c J • `� I Co 73 L - ` . 107+35.92 • • • • • • 1 m > �`b b l<Pffi oL— '\ ®RT 22.19' < . • ▪ • •• 1 i m \ 0 E 1----- --- -- %. All • • ” I 1 1 ir ,,,?:) 1 - . .._. ��r r h /.., , , / 111 SW Fifth Aye., Suite 2500 7 C7 1-300 1 k P F: 503'2074.46814 O: $03.227.3251 CD / 1 1 www.kpff cam O o U- , 0 I a. u I �1 � IL E LU �\ , I Lu 1 o PLAN - SW97THAVENUE 00 SCALE: 1" = 10' E 0 N �' N O 1- (0 k e y p l a n Z / ° o a' JOB No.: 1600327 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. > a� DESIGNED BY: J. ADAMS Lu N� phase BID & PERMIT CiTY OF TIGARD OREGON j`\' DRAWN BY: R. CADUA PUBLIC FACILITY IMPROVEMENT PLANS (- SCALE 1 INCH - 10 FEET P. DEDYO TWALITY MIDDLE SCHOOL Z 26 I __-_ ' - -_ ., 111 sw Fifth AveSuite 2500 CHECKED BY. Portland, OR 97204 C 2 . 4- date FEBRUARY 8, 2019 U hi l<Pffi0:503.227.3251 10 0 10 20 PLOT DATE: 216119 3:22pm F: 503.224.4681 PLOTTED BY: Adams M www. 2 corn 97TH AVENUE - PLAN AND PROFILE SHEET 12 OF 28 revisions m N DWG NAME: C2.1 STREET P&P-d vg RECORD NO. N C2-4 1600329 REVISION DATE DESCRIPTION BY TAB NAME: J 0 CD U? I- Q project # 16055 N PUBLIC FACILITY co IMPROVEMENT PERMIT O _6 0PLANS Lf-)N Nr NQ._ � . . C 8 U U 1 1 .z cJ di CD—I NE PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR (........)([2.„.4) ..., BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLICFACILITYIMPROVEMENT PLANS IN THEIR BASE BID . WIN LI SHEET NOTES II el IBI 1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED I 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 0 KEY NOTES 21 CONSTRUCT STANDARD CURB PER DWG. NO. 125 (SEE C5.2) \{ycO EROFfs�i62.''07 19 22 CONSTRUCT CONCRETE SIDEWALK PER DWG. NO. 120. �c .x45 G t N e, oyq (SEE C5.2) 7970WE DIGITALLY SIGNED OREGON 1G1• 10, i0 O - ( NARK 0 s I EXPIRATION DATE: 12/309 I V ./ — I \ .- N / 0 / \-----44.6-.....-r �, irrr...r _ T .. . — i IN TRS V V FO 7T �r� T --- T - T -- T T — 7 __ ___ . .__ __ � �r O 9 NI- FO 0 LV �_ V N SSS FO ~� FO FO FO — FO FO - FO -- FO - 0 N- FO `y �..�� FO si35 FO FO FO FO �'`?r- FD I —4"55 -4'SS -4"55 I © 4 0 8"55 ��_,i� 8"55 8.,55 8„SS— - -- 8"5-5 -- -.111i_ "SS A♦ CU a15 � --_ ass - -� g'SS -- 8 SS — -- �... 8'SS ----.-_ C� 1 8„S5 ---�_ 8"55 Q INEZ ST 201+00 201+43.73 _ s"ss�� s 'V ill Q O ti — SW — — moo I ol ti 1-\\ zaa+aa� H —I —._ I �+ rn , , 0, e -\'' '1 .., al u) 1 ,s �� \ 200+13.93 p c 7 c 7 w \ / - :RT 8.98' - - to y r VI vtf -- w Uv v� �n, - W - W . W W W Ln O CJ cL 200+72.06 cr) 200+06.30 ® •200+68.69 — - - I RT 13.$4' �� RT 24.95 -� --- 4„, N MATCH EXISTING 200+20.46 MATCH EXISTING —�� 1 4 ~\ a j _ �^ �RT 16.99' ____= d 1 a a 1 � ° \ 4 I1. f c 0 + Nr 1 200+58.58Trie. 10,71111110:::IT:17..254 1q3fif a g a s 11 a ` , d a�E -- GI RT 22.76' 1 \\ ra� Zia. 7. 0 . -n- 0--- hi Or 0 7 I 7 0 • • • St 0 0 fr 0 gig i 1. 0 _ r_ 4 .,6 1 .--- / / --... ... --_. --L Ia a� /� d / 4 / /4 NV // ;1'6\ r ` \ _ in 5W Fifth Ave., Suite 2500 4 4 _ 1 Portland,OR 97204 1. / 4 d 1d 4 d / up J t^D ' // �2i // / ° . , _ M O: 503.227.3251 o_ t 4 4 I 1 - >� / \ Cas te -- ~ — / / /,� -- I 144 fr 1 1 \ \' R F: 503.274.4681 a ` { 1.414% is II \ www.kDH COM Cl EL , 444 _ i / . , 0.5 , / / ere, - W E -8I r co — — — —, / I L: w IQ o � PLAN - SW INEZ STREET [n m SCALE: 1" = 10' � E U N a O .. I-- Co1-6 key plan Z j 1.1.1 - - o m JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. Oaup DESIGNED BY: J. ADAMS L� N� phase BID & PERMIT OL j DRAWN BY: R. CADUA PUBLIC FACILITY IMPROVEMENT PLANS Z SCALE 1 INCH = 10 FEET CHECKED BY: CITY OF GTWALITY IGRD, OR GDDLE OON a? 61rMI 111 SW Fifth Ave., Suite 2500 P. DEDYO C3 • 1 li] Portland, OR 97204 t �' °' ° 10 0 10 2Dffi PLOT DATE: 216119 3:23pm ate FEBRUARY 8 2019 J i. . Q 0:503.227.3251 Ca F: 503.22oom PLOTTED BY: JAdams SHEET OF revisions www.kofl`cam [� fV DWG NAME: C2-1-STREET-P&P.d�vg SW INEZ STREET - PLAN AND PROFILE 13 28 I----- 0 J N RECORD NO. 0 REVISION DATE DESCRIPTION BY TAB NAME: C3.1 1600329 J C ESQ _ . 0 c!) F- J Q project # 16055 [V PUBLIC FACILITY co IMPROVEMENT PERMIT 0 CO PLANS COCV x Q66 N cnU C 8 • 1 2 �Z N LLI Es-5 J PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR0- BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID, , WJ SHEET NOTES ' ifi I 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 0 KEY NOTES 32 CONSTRUCT GRAVEL PATHWAY PER DETAIL 4, SHEET C5.1 ::::g ± 071R1:ss 1 PE 9 9l LLY SIGNED REGON � ro, i°°� o -70 NARK '6`1 - I EXPIRATION DATE- 12131/79 I U .r ' - (I) < � 0 I I <- I MMMM 0 ) - o = N o0 N._ ,-,, 7s <1 1 � 2 cn ,c,-, I 1 301+14.03 Vct 0 { \ 300+82.97 I LT 7.25' i \ LT 7.31' I END PATH n� OT 14 300+22.15 LOT 1 GRADE BREAK MATCH EXISTING - CU a LT 7.25' 258.90 300+97.60 I '0 co it. 4 PATH ANGLE POINT ° a o . — �/LT 40)-- -4..... MATCH GRADE ATI1T / tTh — BACK OF CURB 1 j O C) LT 2.66 Aj {. .. cs ao . .\ r 't-C;;BEGIN PATH I CO I 1:5 N ��l . . . 5.4% • N - .) • `� i rye' Cr) c� �' MATCH EXISTING f 2.0% yr ryh �t 1 — / / CO CO 1- -- 300+00 / I t N �.-/— N1+00 { - 301 15 CU p CO CO co LO LC) ATE _ u — co00 _ x-1 niT ter, .� d - - = ---a— o 0---- 0- I K 1 �"' 1— i-: N , 300+04.95— i 3Q0+82.97 301+13.99 i I RT 4.24 D+ .74 RT 2.75 --(0.- TH // BEGIN PATH //+ i RT2.75' RT GRADE2.696REAK l MATCHEND AEXISTING c / , MATCH EXISTING _4,-1 \ PATI-! ANGLE POINTl<Pfil — / —, — -- — -- — — -- — — —258.75 FG — I ;) // .----/ 300+09.95 259.96 FC 2 / / RT 4.30' / // PATH ANGLE POINT I / ../ 259.96 FG I' 1_%.,"1_%.,"J 1 ..1 � / /". 111 SW Fifth Ave., Suite 2500 / / Portland,OR 97204 : 503.227.3251 a / / OF' 503.274.4681 / I." • www.koff.com O J o // I clo Q / I E �Fti // \ \\ I LU E - W 1 < PLAN - SW 92ND AVENUE PATH m SCALE: 1" = 10' N cin Q o N 01- eN Lo key plan LU � 0 rnJOB No.: 1600327 9500 SW MUR❑OCK,TIGARD, OR 97224 SHEET NO. w a� phase BID & PERMIT /Lo DESIGNED BY: J. ADAMS p iNPUBLIC FACILITY IMPROVEMENT PLANS CC j DRAWN BY: R. CADUA OL _ SCALE 1 INCH = 10 FEET CHECKED BY: P. DEDYD CITY OTWALIlF TIGIADRDEOREGON Porthndiii SW FOR 97204ifth Ave., CHECKED 2500 8, U ° 10 0 10 20 PLOT DATE: 2/6119 3:23pm dateC4- • 1 FEBRUARY2019 ._I iE 0:503.227.3251 m -.:1- F: 503.224.4681 PLOTTED BY: JAdams SHEET OF revisions M N www.kpff.com DWG NAME: C2.1-STREET-P&P.d vg SW 92ND AVE - PLAN AND PROFILE 14 28 RECORD NO. 0 REVISION DATE DESCRIPTION BY TAB NAME: C4.1 1600329 J CI 2 J Q project # 16055 N PUBLIC FACILITY co IMPROVEMENT PERMIT 0 PLANS t---‘- 1=1 d NQ_ � U . . C8 • 13 .—Z Q N W (0J_ N LL.. . . ..... -•------ . . PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR )6.......-... BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID , ."' 1 , F.Lg . . 0, IBI Dull Olson Weekes - IBI Group Architects, Inc. Frame&grate Curb(Type oar.) 3/a"preformed filler, Slope 1:12 nom. 1/�" when required / (See general note 2) (See genera[note 4) Top of curb-\ (See general note 9) {TYR•) Curb and gutter Inlet top Tracer wire Finish rade Normal 907 5W 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 g pavement slope-\_ Normal gutter \ _ -- r i I f flaw line tel 503 226 6950 fax 503 273 9192 when directed (see general note 5) (See general note 3) �4'preformed filler, I wWw.dOwa-ibigroup.com www.ibigroup.com a r ii I T I Top back of curb • .� } 4a drain pise pe(Typ.) ^C ^. r , i T - n T e whengrequired 4 Depressed gutter ft 12 (See eneral note 9) flow line ii6„rad. i 1 -- --------- -- I I �� I ---------- ---- -- - Top face of curb I aY" * °ter Aggr. backfill 1 - - -----JI�See Keyway Base drain (Typ.) I I See Ke fff psi��...\\\..\\N�w...\\\N. w,..� .,.,.. x\w,-,�� iTh ,3 rd - Aggr. backfill (TYP•) • �1'6" l n Detail below I Keyway Detail below - - - - I - - - - ____ J (When regd.) I I (When regd., V (When regd.) _- -- I 1 Top of curb - -- d Subgrade I Sub rade ` .. 6", ^ 1 ---_. 1 see general note 6) - + - -- -- -- �� - P - T- } -I-- Tracer wire ' (43 , Gutter line f f t 77,7 Base drain, k.' i.. 1 - m Tracer wire Subgrade ,'`\\\\\\\\\,\\\\\\\\\\\\\\\\\,\\\\\\\\\\\ti�`�\\ ,._ I . } Tracer wire I 4• "drain pipe Tracer wire(ryp.)� (See general (See general note 4) note 4) • •a L Lip of gutter l^ . (See general note 5) L-p- I p p (See general note 5) i • I -- - - - - • ��xR��x��.�� N�� 411 ti�.��.��. �C.... ,. \\.\.\\....IV E�p�� 02/07119 H+ -3'-0" 3'_6^ 3'-0'�1 6 W� 6" `c,� �S.S' a� " Pa limit Pay limit � +;1 1� Lr /O,j, Pay limit for concrete inlet W b F � > curb gutter �curb&gutter E %� �, ,p 9l r/////////////////////////..i'; / ////////f/////////////////////////////////////l/, E...\....\....................N..\\\.\��\�'a.1^ I • o K'N\NNX'N\.\N.��.&"..VNN NNII\.�.�.\��.'� it�r��'��&`�.'•'-� '-'-v,s.•..N-\...'-'.•....� 79701 PE N. N PLAN N Pipe connection varies .a I j c e Pipe connection varies--✓, N pipe connection varies �r�--1"�Li (Typ.) E (Typ.) E 1 c•yp) DIGITALLY SIGNED (See general note 11) (See general note 1 1) 1 {See general note 11) OREGON J -0 PAY LIMIT N N r/��/��/� • , r/iiiiiiiiiiiiii/ilii////////////////ii/ „7.�i`�i. . DETAIL A Sump Sump ,f ,o 4i. 10,t0 D • Pipe connection . I hi Plpe connection varies iv (See general note 3) I I (See general note 3) 9(� Qy • varies(Typ.) (IVO a, WITHOUT SUMP 6" F-- WI i C :6',.. 1...._• 2-..41/4-..L.1.6.. ..., s" 4 MARK 0 -o (See general .e�� (See general note 1 0) GENERAL NOTES FOR ALL DETAILS: 3'-41/4" normal note 10) • m*+ wiz I EXPIRATION DATE. 12/31/19 I v Sump /� io Sump a e 1.All concrete shall be commercial grade concrete. b _ Pay limit for conc. 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" T-0" 6" 6" 1- 2'-6" 6" ._- alternate,a 4"compacted leveling bed of sand or Y4"-0 crushed aggregate shall be SECTION A - A provided.All precast inlets shall conform to requirements of ASTM C91 3. 3'-0" T-6" 1,4„ #4 bars Top back of curbB I 3.See Std. Dwgs. R0372&RD373 for inlet top details. } r (/ 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. f 1 • I 5.See Std. Dwgs. RD700&R0701 for curb and gutter details. For details not shown, } TABLE A A Aggr. backfrll ----- - - -'- - A see inlet G-2 I t (TYR•) I •-•.• -r-- ' .mowice-i _ . i - • 6.See Std. Dwg. RD364 for base drain details.• I INLET TYPE W W1 I.. .:...: .1_ - _ 7 N B4-1G-1 2'-87/8" l'-87/8" r } 7. Provide sump only where shown on plans, and allowed by jurisdiction. SECTION C-C G•2, G-2M,G-2MA 3`-3% 2'-33/" Tracer wire(Typ.) For sump details,see Std.Dwg. RD364. Base drain, ii I I (See general note 5) • Tracer wire SO NOTE: 4"drain pipe(Typ.) (See general note 4) 8. Location, elevation, diameter, slope,and number of pipe(s)varies, see project plans. f 1 1 1 I Frame&grate -- All reinforcement to be placed 2"clear of nearest J 1 1 1 1 (See general note 2) face of concrete unless shown or noted otherwise "preformed filler, 9. Max. pipe diameter varies with pipe material. when required B Concrete inlet _ -__ (See general note 9) - IF-- - + - 1 �I 10. See Std. Dwg. RD339 for pipe to structure connections. #4 bars @ 6" GENERAL NOTES FOR ALL DETAILS: PLAN =====1 __= r, rs in 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 1 [ r Top back of curb cALc.Boole No. N/A BASELINE REPORT DATE 21 AUL 2015 -nz } sand or%4'-0 crushed aggregate shall be provided.All precast inlets shall conform to requirements of - 6" o ^` e ASTM C913. caLc.BOOK No. N/A BASELINE REPORT GATE 21-JUL-2015 2/z" 24^ --1 . . . . _ I- NOTE: AP material and workmanship shall be in accordance with C • i4-41-i.'. C 2. Graphics show G-1 inlet with Type 2 grate.See Table A for inlet dimensions. NOTE: All material and workmanship shall be in accordance with i 11"' y - I I I I [O - the current Oregon Standard Specificat ons the current Oregon Standard Speafications V I l Top of curb I Type 1grate allowed onlyin locations not to bicycle or pedestrian use. 1 4 u, I fl I _-1-- I t o ? Yp subjectY The selection and use of this The selection and use of this OREGON STANDARD DRAWINGS -L� A _ -I 2; -- -1--= A OREGON STANDARD DRAWINGS in (� For frame and grate details, see Std. Drg. RD365. I/.�. s, • L I I I I I I 1 J Standard Drawing, while de- .:KA 3. Provide sump only where shown on plans,and allowed by jurisdiction.See Detail A for inlet without Standard Drawing, while de- i I y 5 2 61-i•ci 6" i 2'-6" 1 6" - 1 Frame&grate signed in accordance with sump. signed in accordance with r (Seegeneral note 2) 4. For curb details,see Std. Dr s. RD700&RD701. -C/) Gutter line c Top face of curb I CONCRETE INLET BASE / \ CONCRETE INLETS � . � I generally engineer- g generallyaccepted engineer- ns . t = 3-6" _ l in principles andpractices, TYPE CG-3 5. See Std. Drg. RD336 for tracer wire details,or roved alternate. iprinciples and practices, TYPE G-1, G-2 G-2M, & G-2MA A I . , •i € gp p pp ingp p p Q 0 u a € B I 1 is the sole responsibility of 0 I 6`�„ 6. Max. pipe diameter varies with pipe material. is the sole responsibility of Lip of gutter v 1 i V i the user and should not be 201 8 rn 7. Location,elevation,diameter, slope,and number of pipe(s)varies,see project plans. the user and should not be 2015 1 I used without consulting a DATE REVISION DESCRIP ION 41. 8. All concrete shall be commercial grade concrete. PLAN 3 used without consulting a 074015 0.MSCU NOM REVISION DESCRIPTION owww Registered Professional En- 9. 4 preformed filler(in concrete pavement or gutter only)to extend through thickness of concrete. Registered Professional En- o KEYWAY DETAIL PLAN gineer. TYPE G-2 MA 10. See Std. Drg. RD363 for gutter transition section,when curb and gutter are required. gineer. 0 11. See Std. Drg. RD339 for pipe to structure connections. Effective Date: June 1 , 2018 - November 30, 201 8 RD371 Effective Date: June 1 , 2017 - November 30, 201 7 RD364 - .� N gog N - CATCH BASIN G-� CATCH BASINCG 3 v o 0SCALE: NTS l SCALE: NTS CD CZco cn 13 CON ., .- 7 A CONCRETE SIDEWALK 6: 1 BATTER M _ c) SEE STD DETAIL 1201 61 II 1 ti a ON SHEET C5.2 1 >1 -0 a) r 4' , /�//�� .a . , . - .A A - -....6 d ' - cn 4 : . p co co CRUSHED GRAVEL I'i-III-1 --ii---H 1l-i l I-I 14 . • '.1 24" MAX X 111-111-111-111-111-111 . .• •...4 - ri V WIDTH PER PLAN I I =11 =111=1 I 1=111=1 I . • • cn - 111-111=11 1=-`1'- a . w =III=� I I=� 11� `1 1 1 1 1_1 1 1. 1=-111=-111=-11{ 6» MIN. • 1q3ffi w - 1-=I -r. �.'t•' r' , : . .. ' }' T.,` 1-111-311- . . A. -I 11-11 I< -11--6"1--111-- _ _ . -� ••;°: _ _ ";•' = II-111-II • o -I I I11 !-�.. _ -I I it I I-I - - - :• - :�� .�.�� .•.: .., . a �: r:--;::::;''4-':•'-':::;'::'':,-,•.:-'' : .. s, ..:,:;: :: .;: ::.: .:; ,: I 1=111= •._ • � -�� i-�i i-i ci_ =111=111._111=111_1t1 I-111-1~11 111=111=111-111=11 I=111=1 I11=-1111'11'±i = I I - 11 1111=111=111=111=111=111=111=111=111=111=111=111=111- - 11-111 I�I I f 1111 I E I 1 I I t 7 U 111 SW Fifth Ave.,Suite 2500 111-111= -111 1 111•-. 1---111-111-111-111-11-I _ _ Portland,OR 97204 CD 11=-111=-111=-111=-111=-111=-111 111=-111=-111=-111-=111=-1 -1 I 111 I I O: 503.227.3251 - =111-=111=111=111=11 - F: 503.274.4681 i I I-i I r-� ' ' - www.koff.com o I 1=11 (, COMPACTED nCD i SUBGRADE NOTES: 0 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT u EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF - EACH DRIVEWAY. 0 0 5, { E GRAVEL SURFACING SECTION CURB WALL co tO cc\i SCALE: NTS SCALE: NTS I- n° 0 k e y plan Z j o WCCD - �' JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. w �� phase BID & PERMIT o o DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS W jN DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL Z' itPfl f 111 SW Fifth Ave., Suite 2500 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON Portland,OR 97204C 5 • date FEBRUARY 8, 2019 _U o PLOT DATE: 2/7/19 8:29am O:503.227.3251 = ci F: 503.224.4681 PLOTTED BY: rcadua DETAILS SHEET 15 OF28 revisions www.koff.com ro N DWG NAME: C3.X-DTLS.dwg RECORD NO. O REVISION DATE DESCRIPTION BY TAB NAME: C5.1 1600329 _ Q H J Q 1- project # 16055 PUBLIC FACILITY CV Cr) IMPROVEMENT PERMIT CDCO QCO PLANS �o (7).--- C\10_ � U C8 . 14 ,Z O N uj N L.1. PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR 0 (...,.... ---) BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . . w L _.... EXISTING DRIVEWAY - I B I ea I I CURB JOINT MATCH WIDTH & GRADE I I SEE STD DETAIL NO. 146 A t S' MIN. 3-1 SEE NOTES ROW R/W LINE VARIES SEE NOTE 3 Dull Olson Weekes - IBI Group �:�,� �. :. .� 3 4„ R EDGE 2% 2% SEE 2% Architects, Inc. ROAD i,::.._.. T . - ffI FSI All -1 - 11 L- �j- / 6 �� 5' MIN /(NOTE 3 SIDL�VALK �° • --VI II-1if l 7.� II i,- _ �I 'lll�lil�� 7=1 i,- Jl 2" OF 3/4"-0" BASEROCK I -E " � I 907 SW Stark Street Portland OR 97205 USA / 5 =_�_ DRAINAGE BLOCKOUT tel 503 226 6950 fax 503 273 9192 COMPACTED SUBGRADE 4 3" I.D. SCHEDULE 40 SEE NOTE 2 A www.dowa ibigraup.com www.ibigroup.com DWV (ABS OR PVC) 30' MAX 1.6"-2.4" TOP DIAMETER OF 50% - -TOP MARK® DOMED --�-- PIPE w/OOUPLiNG T- 6' .- 6' T - 65% OF THE BASE THERMOPLASTIC SHEET SIDEWALK ADJACENT TO CURB t�� •4 4 16" 10' MIN 1I DIAMETER o °0° ° � " - TAPERED EDGES " cz, ° ° © © © © [ 0.2" WHERE EXPOSED -- PLANTER -+ -- 5' MIN. ROW 6, 4 . . O O O _O OO I ��:1 PLAN2107179 ROAC / ooO/ �° Q 4 4 __ - f <> © © © © - - I I i1 �C1�Q PROFF _�- u u 11P11011- - 0.9-1.4" ��'< n! s`r/6, -JIM .II-I*11 r 11*11 . I / 3/4PROJECTED TOP R 1w - BONDER PASTE 4Ck-, F If 1 in f-'44 OF CURB 6 2" OF 3/4"-0' 'D'S 0.65 -SEALER PENETRATION �` 79701 PE 2 BASEROCK COMPACTED SUBGRADE 2% MAX _1 MIN. 11 SECTION 'A' DIGITALLY SIGNED COMPACTED SUBGRADE NOTES: I . STREET � • �• . OREGON SIDEWALK AWAY FROM CURB ... - f. .; 4 : ° . . . ..' ro . o 1 zo yo 1. EXPANSION JOINTS: .0 o R/1/- NOTES: ,o 10 `•O TOo . 0 0 ' •: N/q 1. THERMOPLASTIC DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND ! CIF. A. BE PROVIDED: o o • . �1�R o O P'm"b" ' 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 25 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. %000°00 � $° =a^l'�:':s a�.�,�=4 DETAILS AND TO THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE 2) AT EACH COLD JOINT. oo.a o o WARNING SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER 1 EXPIRATION DATE: 12/31/19 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 4) AT EACH END OF DRIVEWAYS. 2" OF AGGREGATE HAZARD. 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALTSECTION A-A (3/4"-0") COMPACTED IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ! 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 RECOMMENDATIONS. WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS NQIIESL 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 DETECTABLE WARNING - TYPE 1 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 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 OF TIGARD APPROVED�` NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE II CITY OF TIGARD APPROVED BY: NO SCALE OREGON MICHAEL A. STONE, P.E. /'► OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. ENGINI RING DIVISION WY CONCRETE DWG. NO. ■ ENGWEERING DIVISION CITY EI,�,,� STANDARD D . NO, ENGINEERING DIVISION CI.O, ENGINIDER STANDARD DRIVEWAY D . No. F:r PUBLIC WORKS DEPARTMENT 11 PUBLIC WORKS DI3PARTMENT PUBLIC WORKS DEPARTMENT ]3175 S.W.HAI.I.BLVD. 13125 S.W.HALL-BLVD. AA 13125 5.W.HALL BLVD. TIGARD,OREGON 97221 JANUARY 2013 SIDEWALK 1 20 TIGARD,OREGON 97223 JANUARY 2013 CURB 1 /5 war TIGARD,OREGON 91223 JANUARY 2013 w/CURB-TIGHT SIDEWALK 1 42 V 'MGARD VOICE:(503)639-4171 1 °1"( A .n VOICE:(503)639-4171 1 ` 1IGARD VOICE:(503)639-4171 FAA(503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAR(503)684-7297 APPROVAL DATE • L As required in Off typical sections Q Of construction OUTSIDE OF WITHIN Street Street plans EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING PAVEMENT PAVEMENT ■ Lail- -iota Area I O /-1' T-cut (see Surfacingjj� note 1 ) ++ O Topsoil or as % I 18" CAST IRON 910 BOX 0 N CV directed Base Material j Ac 74 PROVIDE 24" BY 0 r� ~ 4" THICK CONCRETE ____________--;':•:',..-7,.,1....,., � C J o0 0 °0� k 000� PAD (SEE NOTE 4) 0 0 00 0 ! ,(0)to 00 o V O 0 0 a 0�0�� o0�0�� I HAND TAMP BACKFILL 0 0000 0 o AB o 0000 a - AGGREGATE BASEROCK o - o o 00 000 0 o Oo� o�00� 0 0 oJ AROUND TOP SECTION 6" MIN. pry a U 0000 00000 000 o0 .,,,oA/1 � '� Q U3 OD 112" MAX. }+ I` o I E 2 `11 I=111= 1=1 11-111- CO cc Cr)o ate-' o _I -1 I-I COMPACTED SUBGRADE I ` _ cT)z \... 0 -� I- I� .- " V CO o - x t_ ° _ 6" ASTM 3034 PVC f LLI N +c - LOCAL STREETS: ■. Q O v �_'L_ r { D aCi AC - 6" CLASS ,"C" ASPHALTIC CONCRETE, O CD t" OPERATING NUT EXTENSION �v In s In E AB - 4" 1-1 2 0 AGGREGATE BASEROCK Q ;, C +, U) _ o o { / ) {SEE DETAIL N0. 505) I- �ec C) CI) C ' -c' + c a) O OR - OD N a) 'EL - co co I � U) I- AC - 8" CLASS "C" ASPHALTIC CONCRETE CO (J� ... 1- '•:::1- :: o <1 = �. < MAJOR COLLECTOR STREETS: J [:-- - (c) Ln o 0 I? ( 6 x 6" Miry bedding „ 6" AC - 9" CLASS "C" ASPHALTIC CONCRETE, HH N- +; rrici below outside of AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK ( pipe bell 3/4" - 0" MIN MIN z crushed aggregate Li 0 Kr-t.,.. r NOTES: `��i��/�;\��\��\/��\'/\/ 1q3iff /f \�� /�/�`/' �� / 1) VALVE BOX NOT TO REST \ \ \\/\\ \\/\ a_ 2' Min Trench `\\ \/\\j\�j�\/`/\\/ ON OPERATING ASSEMBLY. foundation ,..- �c\i�.,A--,0�.,� U stabilization 2) OPERATORREQUIRED EXTENSION W 111 Sw Fifth Ave.,Suite 2500 m if required IS DEEPER THAN 3 FEET ,L 7 24" Portland, OR 97204 0: 503.227.3251 MOTES: FROM FINISHED GRADE. F: 503.274.4681 CENTER VALVE BOX ON www.koffcom 1- 1. JOINTS TO BE TACK AND SANDED WITH BITUMINUS ASPHALT EMULSION.. 3) 0 _j NOTE: AXIS OF OPER. NUT. a. 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 0 2. JOINTS TO BE TACK AND SANDED. CONCRETE PAD AROUND VALVE 24" - U BOX OUTSIDE OF PAVED AREAS 0 0 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD En o J I0 APPROVED BY: APPROVED BY: NO SCALE CIlY OF TIGARD APPROVED BY, NO SCALE 7, CITY OF TIGARD NO SCALE CITY OF TIIsARA 0 CO OREGON MICHAEL A. STONE, P.E. , OREGON MICHAEL A. STONE, P.E. PAVEMENT DIG-OUT t OREGON THEODORE S. KYLE, P.E. TYPICAL GATE F.NGQVLERL'VG D[VISION TRENCH DWG. NO. ENGINEERING DIVISION CITY ENGINEER DWG_ NO- ENGINEERING DIVISLON COY ENGINEER DWG. NO. F:r PUBLIC13125 Worms S.W.HAL BLVD. CITY�'I� o PUBLIC WORKS DEPARTMENT �., PUBLIC WORKS DEPARTMENT 1.3123 S.W.HALL BLVD. 13125 S.W.HALL.BLVD. CD (NI 0E TIGARD,MALI" 1 80 TIGARD,OREGON 97223 JANUARY 2013 AND REPAIR 82VALVE 503 07 OREGON 97223 JANUARY 2013 BACKFILL �s.r r�I RD TIGARD,OREGON 97227 JANUARY 2011 fyaG D VOICE:(503)639 171 TIGARD VOICE,(503)634-417] 0 N °I'IGARD VOICE:(503)639-4171 FAX, 503 6847297 APPROVAL DATE PAX, (503)684-7297 APPROVAL DATE FAR(50.3)6847297 APPROVAL DATE0 66 ( ) z - Q_ key plan LU - 0) JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. % phase BID & PERMIT � DESIGNED BY: J. ADAMS O EL-. FACILITY IMPROVEMENT PLANS 11_ o DRAWN BY: R. CADUA 111 TWALITY MIDDLE SCHOOL v 111 Sw Fifth Ave., Suite 2500 2/7/19 8:29297 , Z CHECKED BY: CITY OF TIGARD OREGON U6o 1q3fil Portland, OR 97204 _ C5 . 2 0:503.227.3251 PLOT DATE: date FEBRUARY 8, 2019 J L: F: 503.224.4681 CO PLOTTED BY: rcadua SHEET OF revisions M www.kpff.cam DETAILS CL N DWG NAME: C3.X-DTLS.dwg 16 28 RECORD NO. O REVISION DATE DESCRIPTION BY TAB NAME: C5.2 1600329 3- 0 Q -- --- -.._. ........ C-) - 1 )1- J Q project # 16055 CN PUBLIC FACILITY co 0 IMPROVEMENT PERMIT Q6- PLANS c±siN 0.1 0.. � U . . C8 • 1 5 ,z 0 N LLI 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 BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMP_R_11, 0„, VEMENT PLANS IN THEIR BASE BID . (.......Y)n Iii _ . . .. .. _ • ` • :::'::.. .•.bd::: ......... I 2.0' _n-:,- 11 �:!_-r 1 Ca I B I 264.34 TC 293.92 TP I 293.95 TP •...•••••••••• ••• ••• .................. SIDEWALK ADJACENT TO CURB s'' a`� '''_ 79 293.84 TP 0.8% 4 .. ..:..•,•...y ...:.•:•.:', } -: • :.T .. " . Dtltt;IAt�LE NING;4• ® I II I • � till ••• i SEE DETAIL 2/C5.2 •••••••• 38„ BREAK FLANGE SIDEWALK 18" CAST IRON 910 ......... \ 293.90 TP "' (294.2±) T ■ MIN• s" MAX. VALVE BOX TOP _ - ,:d •yi Nac-ate 294.22 TC •• I P ��; , : Dull Olson Weekes - IBI Group !!�! f PLUGGED TEE PLUGGED CROSS •.. 293.$4 TP 293.72 TP . :.. . y�� l ...'":F. '� - BEND PLUG OR CAP Architects, Inc. 1.5% 293.98 TP MATCH EXISTING CURB I 4,11'.- ��jQj�j- .� - = ,; :� . a 294.21 !'/ ! ' ` � ��` .� .�:� .+� •._ a. 1‘,.. r.. •••••••.• \ , :•DETECTA 3LE WARNING \��* \'p ',, _:;1.i:...••• �.,. .�r.,�� :.-_•::'.,, - :`.... ( �� T Q 1 3/2 'I�� 4" DRAIN ROC��`��% !•%/l• ✓• • - �� Tr...�1 ' ' _ j I ' 4 T I \-.N... ..4%\-, ,,s,";,-/ / 6,L,..- -1 I' 907 SW Stark Street Portland OR 97205 USA SEE DETAIL 2/C5.2 j� in a 294.19 TC ,..,..,,. 110•••• ( , ' /� 3.5 ��: TAR PAPER MOfSTU'� r. :,T,>0.•-,'0.80,`;',.. Cj 293.69 TP #'=JIi ' 9 P• 9 I'•!!!I www.dowa-ibi rou com www.ibi rou com 1 . RESTRAIN ALL JOINTS W/293.38 TC/G . ir 29399 TPS 4.7- :� : FIELD LOK' OR EQUAL GASKETS i " - ' ''�` ;_ILn n n n t5� II , r I�,,.7, WA ..•.:... • 293.47 TP 4 1)111, , - o 0 0 0 '.•.•.•.' `� !'��;: �¢� t� , ' LATERAL PLUGGED CROSS TEE •......•• 11.0% 7.5% �'• �/1�� !/ 6» MEGALUG RETAINER /-.. ..... Q _ :it)'... ........ ♦ �Il��% �1 •::•': • a0 """" `` GLAND (EBAA IRON) CONCRETE THRUST BLOCK SCHEDULE "'•-•••• 293.90 TP 3.31�> :•..............( CONCRETE PIER ;•;,•,•, C # _••• ;•••; 6" GATE VALVE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) ........ 293.94 TP •' ^R+^'" ••}•••,;:• .': ... 294.08 TC/TP BLOCK FLG. x M.J.••••-•••- 42•• • .•:::.•:::.•:.•••• M.J. x 6" FLG. TEE FITTING 90BEND, TEE, OR 45' 22 1/2' 11 1/4' 02/07119 ••• •••• 294.43.TC•. 1 SIDEWALK WITH PLANTER 71 2-0' SIZE (INCHES) PLUGGED CROSS BEND BEND BEND \C"�E��N�FF,S's�O ...::.... 3.5' 293.93 TP; o -- -- CONCRETE CURB 4 01.9 01.3 v �G �F ti a - """'• 294.14 TC STRIP AT CURB o __ �`� 9� 1 5% AT BACK OF 6 04.0 02.1 01.3 79701 PE 293.64 TP ••••••• /1 RAMP AND SIDEWALK 8 07.1 03.9 02.0 01.3 ��-�f� v LANDING F�� 3" MIN. BREAK FLANGE DIGITALLY SIGNED 11 _ , F" MAX. 12 16.0 08.8 04.5 02.3 OREGON ..:'.'-•.:.'. •(294.0 f) .-.'.••'.'.'. / -3'; � ,K. i....:.: ��/ j�ljf�ti o _ _ 16 28.4 15.5 08.0 04.0 '° Ul 0� 'i • 294.01 TC ...•.• ''� !'I / - ✓ 10, i 1 00••••••• lk\(294.0±) 293.51 TP '' 1, •! ♦j/� �'•:;�.� �. ��' ♦�'�. °°' ' .:'. . .��: � •�' 24 64.0 34.9 18.1 09.1 '�(/ 0 ... 293.57 TC/TP ��:_�:a�.�_ _ - '% ' c° 294.16 TC i MARK D� .. .. ,� /± MATCH EXISTING CURB �� 293.66 TP 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" - MVO 3 PORT TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN f}(PIRA1ION DATE: 12/31/19 I ' , A It: � • ,, Q A. OIL RESERVOIR ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO •"""o - C/ - l DETECTABLE WARNING, B. BRONZE ACTUATION NUT COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING -•__ o 0 0 o c C. BRONZE SEAT RING STI SSES, USE THE FOLLOWING EQUATION • n o 0 0 o SEE DETAIL 2/C5.2 •••..•••..... Q 9 .:..: a D0 0 I D. WEATHER SHIELD CAP BEARING AREAS - (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) ✓✓✓ 00 0 E. SAFETY SLEEVE COUPLING 1.5% 1.5%. .' o00o 0 0 o cI f, THREADED NOZZLES WITH "0" RINGS •.•.•....... - - - .... �0 0 0 0 1.5°%4 ••••••••• •/ -:• '•:•• p o 0 o c I G. NATIONAL STANDARD THREADS 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER �i'�''�, 0 0 0 0 2. SAFETY CHAINS TO BE REMOVED. 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 000c . .' I :... �o a o o 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 --� 293.fi4 TP BY DISTRICT FIRE MARSHALL. 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. """"' "'••"' "'•' b� 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. ••••:•• `• 293.53 TC/TP• a ,d; 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. S. 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 • - ..` a .� r •• A 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED STRESS(ES) STATED IN THE SPECIAL PROVISIONS. ••• •••••••' `-1 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 • '4 TP - ON THE 4 1/2" PORT. 293.25 TC/TP GRADING DETAIL 5 GRADING DETAIL 3 OTY OF G ° ' NO SCALE CITYof TTG,,u, APPROVED NO SCALE 0 ox GON LORI FAHA, P.E. OF THEODORE S. KYLE, P.E. 1 5% SCALE: 1" = 5' SCALE: 1" = 5' " ENGINE$1UNGAMSIONCITY DIONEER FIRE HYDRANT DWG. No. a ENGINEERINGWORDEPARTMENT STANDARD THRUST DWG. No. ••••••• � / 1- PlJStdC WORTCS DEPAfYfMENT OTT DOWER ION O"O'•O"O`"0 ..... O ]3]75 S.W.HALL BLVD. , ]3175 S.W.HALL BLVD. TEGA1tD,OREGON 47223 AUGUST �.(�,$ ASSEMBLY PUBLIC WORKS DYFAnrA�:vr wl . �►`n� 542 TIGARD,OREGON m22a JANUARY 2011 BLOCK •••• ••• TIGA D VOICE:(503)6344171 560 • : 0000P0°0° FAX:(503)484-7297 APPROVAL DATE TIGARD v010E:(5o3)639-on DETECTABLE +YARNING, 6-O A h . FAX (503)6847297 APPROVAL DATE SEE DETAIL 2/C5. S...- 293.35 TC/TP /� v� ill Q I':.'::.•:.•:. L • I �l . 301.48 TC 304.85 TC .......... I:-.'.,'::: 293.90 TC- i 300.98 TP 304.35 TP Q 293.37 TC .... : 293.40 TP 4, 293.95 TC MATCH EXISTING CURB a I MATCH EXISTING CURB �. ' 293.35 TP .. I 293.45 1P 301.59 TC/TP (304.91) ■ :-•.•:••..: L t 1304.85 TC - d 1 V1 1>.. z •......• 304.35 TP • ::. I- i----7 �•�•• 300.20 TC/TP 6•3' 1.5% ' GRADING DETAIL 7 :•••••••:............1:::.•••••••::::::•••••••••••.- ......... . = - :':QE CTABL�WARNING, 1.64' • MATCH EXISTING 0 300.32 TP n1 . . 304.93 TC : MATCH EXISTING O V 7 SCALE: 1" = 5' :•SEE DETAIL 2/C5.2 304.43 TP 1.5% 4/1.c.\\, -1� - Q fY 304.39 TP .:.:.: • I :'::': PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR 0 BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . nwn J 1 1 ecii I BI Const.6"wide{Nom.} curb at back of curb ramp ... I unless otherwise directed Return curb •ii�.. ::.. A.* YP3 I •i►•• p••7 (See general note 7) r0e B D II I I Gro u O p �__ P..:, _ Architects, . r ..... T {a -' -:;* �n • chitects nc eT / 1 Le ,� • SS • ":: /:; yQ er (BTuffer strip i_ ~ --"'Or a 6"rad. i YP 111111111111111.1111111111111.0 Max.flare slopes 10.0% - - �i Curb ee general note 14)utter - ' I -- ��* 907 SW Stark Street Portland OR 97205 USA .9 _� - Curb andgutter NormalCurb and gutter Normal width of detectable tel 503 226 6950 fax 503 273 9192 Normal width of detectable width of detectable warning surface to matchwarning (See general note 14) warning surface to match g P g p (See general note 14) surface to match wwW.dowa ilii fou .cam WWW.EFJI rou .cam width of approaching sidewalk width of approaching sidewalk * width of approaching sidewalk (Curb ramp width 4'min.) PP 9 See general note 1 1 *See general note 11 (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" (THROUGH BUFFER STRIP) when regd.turning space cannot be obtained) coa _'I co A Match curb exposure Curb and gutter A Match curb total height 02/07/19 Ep PROF (Type varies) Detectable ��(� E`r.� Const.6"wide(Nom.) Return curb F / warning Pay limit Pay limit ��5 G 1 Qy v curb at back of curb ramp (TYPJ Gutter �1 F N unless otherwise directed (See general note 7) I.L.irface Nlip 2'- varies 6 �� 79701 PE 9r v Cv� Max.flare slopes 10.0% Slope 4.0%max. - - - - - �� •• I ��p' �� at curb ramps r T I DIGITALLY SIGNED ..,. .. >•.. •tet,•• c:e. . • OREGON r (Max.5.0%finished �(/( iU 1p4� �:: _ • surface slope) .,� Le11 � :ZLSECTION A A SECTION B B SECTION C C �/( NI}RK DEQ:"..."1".....1."-Clik-:hp -�__ 6'rad. Max.flare slopes 10.0% y - - * - CrYP') 16/ T* - �� ... ... .... Sidewalk EXPIRATION DATE: 12/31/19 �` ~ ~` ~ ~ ' .•J000.O•• Turning space ` -_ / Normal width of detectable Curb and gutter �.•.�.❖.�.•• Curb and gutter - _i With no constrained 4.5'x4.5'nominal,4'x4'min. Normal width of detectable- warning surface match (See general note 14) (See general note 14) width of approaching ton With constrained 4.5'x5.5'nomonal,4'x5'min. warning surface to match pp g sidewalk • • *See general note 11 width of approaching sidewalk (Curb ramp width 4'min.} (with longer dimension in direction of • 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 Detectable warning surface C 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" M Slope 7.5%max.(Max.8.3%finished surface slope) • when regd.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 CALC.BOOK NO. N/A BASELINE REPORT DATE 16 1UL-2018 between the longitudinal axis of the curb ramp and a line tangent to the curb at the curb NOTE: All material and workmanship shall be in accordance with 1. Curb ramp details are based on ODOT applicable standards. the current Oregon Standard Specifications ramp center is 75'or greater. 2. See Std.Dwgs.RD700&RD701 for curbs.See Std.Dwg.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.Dwgs.TM503&TM530 for crosswalk markings,widths,etc. When a curb rampis used toprovide bicycle access from a roadwayto a sidewalk,the curb rampOREGON STANDARD DRAWINGS de- 3. Tooled joints are required at all curb ramp slope break lines. n Standard Drawing, while should be 8'wide. signed in accordance with 4. Curb ramp slopes shown are relative to the true level horizon(Zero bubble). 10.For curb ramp placement options,see Std.Dwgs.RD756&RD757. 5. Place detectable warning surface in the lower 2'adjacent to traffic of throat generally accepted engineer- CURB RAMP DETAILS I1.Check the gutter flow depth at curb ramp locations to assure that the design flood does not overtop .g principles jn and practices, xi of curb ramp only.For details not shown,see Std.Dwgs.RD758&R0759. the back of sidewalk at curb ramp.If overtopping occurs place an inlet at upstream side of curb ramp kj 6. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction is the sole responsibility of }0 -n or perform other approved design mitigation. Lnof 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 atgrade breaks shall be flush, 12.Only use details allowed by jurisdiction. P used without consulting a DATE REVISION DESCRIPTION 7. Return curb maybeprovided In lieu of flared slope onlyIfprotected from traverse by13.Site conditions normally require a project specific design. 01-2018 REVISED DETAILS.REVISED&ADDEO NOTES • P See project plans for details not shown. Registered Professional En 07-2011 REVISED DETAILS.REVISED a ADDED NOTES S 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. 1.6 C.r) Effective Date: December 1 , 2018 - May 31 , 2019 RD755 - - 0 J) CURBRAMPDETAILS 0 SCALE: 1 n = 5' . O O UCV t CIS a) C...) o Sr alil CZ CCS 0) IIIMININ 1: •. Q O ti u M .:� © O l` Q AM. Oill -Ci Cr) (Y) .�. `t 3 CO [!7 J Oco ce) � O O II- - - ti Vi 0 cn1- z L.1l<Pif Lu 0 tY ll_ 0 111 SW Fifth Ave., Suite 2500 J o an ,OR 97204 m O: 503.227.3251 F; 5 74.4 n_ www.knfli coin 0 J o_ / o CD V Q 0 to CnI 0 _iu L O 1 F /\��/mayyI E l'J U c0 EE o - 0 0, I- k e y p 1 a n W %0CO - - - a' JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. Li] o - phase BID & PERMIT /r-- DESIGNED BY: J. ADAMS p iN PUBLIC FACILITY IMPROVEMENT PLANS CC 0DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL z -I:5 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON to 111 Sw Fifth Ave.,Suite 2500 2019 CD .. O Portland,OR 97204 PLOT DATE: 217119 9:17am • date 0:503.227.3251 8,FEBRUARY J L EE lq:Iff CO M www.kpR:coin 503.224.46E11 PLOTTED BY: rcadua DETAILS SHEET 18 OF 28 revisionsDWG NAME: C3.X DTLS.dwg N RECORD NO. I- a O REVISION DATE DESCRIPTION BY TAB NAME: C5.4 1600329 -J 0 0 Q - --- .6 2 Imo- J project # 16055 FN PUBLIC FACILITY co0 IMPROVEMENT PERMIT Q6- PLANS 00 i-N Cr) C8 U • I 7 .._Z O NLj_j ti J cN- N LL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET, THEY ARE INCLUDED FOR Y)- BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . (--mliliii; Lip 1 0 ------0---i \ .",_ _,.si= SHEET NOTES BI 1 C�C I, APPROVAL OF THIS EROSION SEDIMENT AND POLLUTION CONTROL PLAN / 4. 4i, C .0. I (ESPCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR �j r DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, / c C 2 \ ` I RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). m 'p ' 4� \ m 2. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, Dull Olson Weekes - IB1 Group MI 2 r 7Q MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESPCP Architects, Inc, -'I pn ° r C I FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL XI — — — r O ' / �� r t - T T T T T (D.. ---.__I- ,- _ T _ 1 ALL CONSTRUCTION IS COMPLETED AND APPROVED, i _ r n _� -�_'_--a��• - J - - \ - - - - - - Q VEGETAITOIV/LANDSCAPING IS ESTABLISHED. T p CN° 1 Ii \ A L . p -`� p p 3. THE ESPCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 907 SW Stark Street Portland OR 97205 USA Q T 1 T T T ^ T I - 1 _�� l Q T T T T TI a / tel 503 226 6950 fax 503 273 9192 Q 1 I 4 ° / CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH D W ^I I www.dowa-ibi rou com www.ibi rou com tI!��• ° -I D A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER• 9 p' 9 P ��♦� --- 1z"sD 2"sD 12"5A 12"5D 1z"sD 12"SD 12"sD ° 12" D 12"SD 12"SD 12"sD 70� 12"5 12"SD __ _ 12^50 12°sh 1 DO NOT ENTER THE DRAINAGE SYSTEM ROADWAYS OR VIOLATE �� D z APPLICABLE WATER STANDARDS. 0 4. THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM IREQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE o 1_® CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED AS E , �u NEEDED FOR UNEXPECTED STORM EVENTS, AND TO ENSURE THAT f© nHo -III SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. ss„$ ` �'� ass $,.ss �J �� nHo to 5. HE ESPCP FACILITIES SHALL BE INSPECTED DAILY BY THE 02.07;19 ©� 8"SS 8"55 8"55 8"S5 $"SS 8"S5- 8"SS 8"5S 8'ES s"Ss s"ss s"ss s8"sem „H� 8"ss $"#cn APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE t�-�� R6FESs. ss„$ .�-' nHo I HEIR CONTINUED FUNCTIONING. �5 G t N 6 �D y 55„$ 100+00 101+00 SW 97TH AVENUE {1HD nHo 102+00 I 6. THE ESPCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND % ro 79701PE 4' 9l C, _ • I I I „_,. I 'I® MAINTAINED A MINIMUM OF ONCE A WEEK OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. �'�� - j�r” I DIGITALLY SIGNED nHo Z OREGON nHo I _ nHo\ E I= ,o �U�. fD, to�1 -- nHo �6( MARK �F��o nHo Q -1 nH0 I I EXPIRATION GATE: 12/31/19 [W] [ O - [ I [w} [Wl [W] [W] [ [� MI-- [WI [WI IW -- 661] rim r,.,, . .. �� nHo nHo SN ( iw7 Cw [w]�� nH0 � SHEET LEGEND o - I — — PROPERTY LINE (PI N� if ^ Q)v. aiE---- -?, h.1 1 to - - ry°1 g - - - = (49) — — EX. CONTOUR MINOR ►�,< QaD, I ' ----7 �� / -(50)- — — EX. CONTOUR MAJOR '/. L� 000 oa I 1 — -- - — - - - - — — — -- __ COPP ": €010 -�-- `@ 1-9 PROP. CONTOUR MINOR 1 ••1�1�1� / �'� • . • -296 • / N 1, , - 50 PROP. CONTOUR MAJOR N ��t�'��♦ `.1�� 1`;� 4`7��♦ ♦� G� fG'��t ♦��1 ♦�� -1►�►.0 VA --i611116Vitptei— . . . ♦��V.�� _.�1.....smil��w _ i _ i:!e�. ��.•.•.�.�1� �♦ 11111►111111.11• s`�� I ir`1L/►� N►v�1 X11111♦ IIII�IIIIIIIIIIIIIIIIIIIIIIII�i1111Ar1111�11�1��...�.!��111♦ ♦1111111111111111111/165•••. !�1�111111111111111111111��1��►...._ ,�1�1 — — — — EXTENT OF WORK \\ ' 1 \ _/ r: %' �� -� 293 294 295 • / - / �� 1 STRAW WATTLE C.6.2 PLAN - SW 97TH AVENUE SCALE: 1" = 10' tiP4 INLET PROTECTION C6.2 C) }+i ' r • • ' ......► SURFACE FLOW DIRECTION CO I 4 unT p u BIO BAG IN GUTTER 0 73 yZ ►. �,• � o 1 o 1 1 -- T _ T T r (Th 1' /_\ O co / \ �_ - r N ''.2. O i' ��-� u - --� -�� -� 1 -- � -__11 1 T �' - � �- �4 p � (' p ver � p Q � � V ° 1 -J� i n p ° \ � Q N T T 4 a / to ��W ° nlla, _ _ nHo nHo nrlo n +• �gnklo 1;40 ° nit� nHo . Q p^ nHo nnHonHoJ _____ r n Cf� l C v � Ct P1 Q 17"SD I 17 n 12"cD L7"SD 12" D - 12"i _�C'i� 4CC' IEi - 1 ' 12"5D 12"5D 12"SD +��61%.. I -i nHo � jai � - Z © 1 `4! - I i�iCO K nHo 5; m p-‹O G� °° •"mpill s_ — I __� - nHo v `� I w ca a_ -H- i �r n . I I I i 1 . I . I I L- ± nHo -I I— w o O -- ill= z ,- - - U 1 _. LI)I5 8'S5 8"55-'--- 8"55 8"55. "- 8"SS 8"55- 8"55 8"SS 8"SS "SS 8"SS 8"SS 1© 8"SS 8"SS 8"55 8"5S 8"55 8"SS 8"SS 8"55 8'SS 3• N Q LSI M / O O 1-- Lu I SW 97TH AVENUE 104+00 IL I 0)r-- ..:7 Q o —Il w CO CO illemilimrr^^ C7 Z y Z CD v J w U U - <I I¢ 1— : ...,., [W] [w] /\-- [W [W] [W1 Li3I► i [WI [W] _ [W] _ - [W] _ [W] [W]- ['w] [W rl 0 ci_cI Dz BIM / no � I 'Tiff 0 Pp O /\ in z M /^) .,�0 z ' 7 7 11 ' 111 SW Fifth Ave., Suite 2500 Portland,OR 97204 IL__. . O: 503.227.3251 - - - - - - - �• - - - - - - - - -- -- --. -- - - - F: 503.274.4681 • • www,kpff cam o • `�29 • I 11.0104., I a. .... _!! A11111111 11♦ ti11�• ►��111111111•._��111111/ �•.� ,111111111111111111111111 111♦ ,�'11111/1e•._1.11111111111/ +1111✓111111111//6/6////14•.�11,..1�ftimor;��111111�111111111111111�+1111I111+. —TAS•..__444411111[�11111�111111111111111111////111�►111�i ►1111 CD � a \ 4"411011111111‘ I 1 U PLAN - SW 97TH AVENUE 6a W co SCALE: 1" = 10' U N c 0 10 I— eco k e y p l a n W � � C° 0) JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. L,J o� phase BID & PERMIT > .---r--- DESIGNED BY: J. ADAMS p o.:`,. N1q3fiPUBLIC FACILITY IMPROVEMENT PLANS cC j DRAWN BY: R. CADUA CL SCALE 1 INCH - 10 FEET TWALITY MIDDLE SCHOOL - 26 N 111 SW Fifth Ave., suite 2500 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON �� Portland, OR 97204 C6 . I date FEBRUARY S, 2019 U 0 ° 10 0 10 20 PLOT DATE: 217119 8:30am J 0:503.227.3251 El m F: 503.224,4681 PLOTTED BY: rcadua SHEET 19 OF 28 reVIS1o11S M www.knff.com EROSION AND SEDIMENT CONTROL PLAN CL DWG NAME: C6.1-ESCP.dwg RECORD NO. O REVISION DATE DESCRIPTION BY TAB NAME: C6.1 1600329 J 0__ D Q .., ... . ...- 0 65 2 F- Q project # 16055 cT) PUBLIC FACILITY CV M Q IMPROVEMENT PERMIT Q6 PLANS a © M0_ � U . . C8 • 1 8 .._z O CVW r......_, CULL PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET THEY ARE INCLUDED FOR 1 )0.-- BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . (............, ,, 11. L _.. • 1 E SHEET NOTES eli 1 B I 1. APPROVAL OF THIS EROSION SEDIMENT AND POLLUTION CONTROL PLAN I (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 ,�Ho OHO fJ MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESPCP Architects, Inc. �� Ro ........ --- -'nHo � FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL a _ _ }�J _ ter n • ALL CONSTRUCTION IS COMPLETED AND APPROVED, nHo n v nHo nHo nHo nHo — nHo - nHo nHo nHo nHa IIH� n VEGETATION/LANDSCAPING IS ESTABLISHED. 3. THE ESPCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 907 SW Stark Street Portland OR 97205 USA a a a a /1 I\ p a !J "� a a ° tel 503 226 6950 fax 503 273 9192 �A¢ /111.1151.5.110"11.111.11111111.111.1 � CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH �, p • o �/'�Y Ips ;ooao ° a ° n A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER www.dowa-ibigroup.com www.ibigroup.com _ I ^ °9��°'° ZDO NOT ENTER THE DRAINAGE SYSTEM ROADWAYS OR VIOLATE / c o APPLICABLE WATER STANDARDS. _ `� 4. THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM LI REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE 1,.,1- 'A CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS, AND TOS ENSURE THAT U I �, coo �� ` � SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. � 5. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BY THE O1 P�O� 0&'07x19 - w 3"55 s ss - s ss -s ss 8 ss ass s ss — s•ss © I .©I X07+00 m APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE ��E ess I ,\,_.� - w THEIR CONTINUED FUNCTIONING. c3 ,r, t N FF ,Ci w l 105+0o E foo I� 6. `` _� I, --• __ _.., .__., _._ __.., __,.,, --,- I-_, - SW 97TH AVENUE I _ - — — �„ MAINTAINED AA MNIIMUMOOFIONCE VA SITESWEEK ORAWITHIN INSPECTED HOURS �� 7 ` 9l 9701 PE z N 0034'45" E s� z FOLLOWING A STORM EVENT. �� C DIGITALLY SIGNED OREGON El I BASIS OF BEARINGS PER OCRS, PORTLAND ZONE ��u_ 'Gz, lo, lo�� f ,1 f \)- 1- < 1 !r__ tnnT �� MA R K IMI 1 EXPIRATION DATE: 12/31/19 1 tiW r1 Iv1fI -- - I- !wl !w� Iwl twI fvn [MI �- • [W] [WI_ [W] [W] [WI [WI - twl lwl `'"'�� 71,. ......,..---..,_ ' t SHEET LEGEND \ I 3o x �jOh t �0� l — — PROPERTY LINE ^j0�` c Z 0 / ',..L.,1(---q, oho ,� A I f_xc/ / / �/ . dog. {49} EX. CONTOUR MINOR - '�` 'y` +� 101111111111111111K )1011111 — — — — -{50}— — — — — EX. CONTOUR MAJOR • � �.� • 1''V t*S49 PROP. CONTOUR MINOR _o - �� 6a►itg/tee I 50 PROP, CONTOUR MAJOR •.•4 .•iiiiV614:::6••i!iiiii•• ••6.6►•.•.•�i�•••••••iii�i�i�i�•�i�i�i�• •�i�i�i1P)•�i�i�i�i�i�i�i�i�i�i�6646666666666 6116 a6 11.•.•.••••116646i�i�i�i�ii�i�i�i�i••`••••:::::6!•! IS -• `"�� 1 �� I I — '� EXTENT OF WORK i 0 - 1 l / �. Cl m • / > I i ♦��tt�t�t��t��t STRAW WATTLE 1 C6.2 PLAN - SW97THAVENUE 'r SCALE: 1" = 10' •\ + �1�� INLET PROTECTION C6.2 ..4 -0 �..) ,�.I •rrr- Sil ' — 111.011.110.. SURFACE FLOW DIRECTION 1 — nHo ' BIOBACINGUTTER 0 . --- nHo L_j Jr nHo nHoIIMMPIPO nHo 0 nHo -- —� nHo 1------ nHo - �f nHo ___ nHo O N --- nHo N -- nHo V CC o - ss„s r ass 08+403„ss s.SS 7< r 108+00_ , SW 97TH AVENUE a • Qo O r` ss : — N cc 55„8 �— ¢ fir— ss.,8�� o r� �-- 55„8 < v-) i 0 >P% -0 (3) 0 0, ____z J ■te Z = - r CES 2 . (.0 LC) , H. ,_ ___ ,,,m_____________ _ ,A,„________...„ ,0 • _ ,.._ , _, . ._... . 4 [ . -- L> I / IA • • p 7 tLIZ rtAL _ r uo � — ? O a DW � Al � _ ..••• • . aI / b. il. - 1q3fia :Iviiii. , , ._, . lot veveve,t_lilatAtot te4verovijia . _, IN 0 7 linob r gra _) ..........,..7:_r _a .---• . • , 4)0.\ Ct a if, 410‘ V'^1 P i • I. ' 1.1.I VI • 00 U ,''1,',��,4` �2 _ a .>�, Pi 111 SW Fifth Ave., Suite 2500 m _ �,1f�' NI 34111k1 _ . • . • C!) -I -I Portland,OR 97204 �� / • 1 I 0: 503.227.3251 r F: 503.274.4681 �11w, r , I www,koff.com _1 ,litems + r �to lir TI--1 0 a 0 o in� -0 I o i PLAN - SW 97TH AVENUE W 00 SCALE: 1” = 10' t0 o, E U N 0 Eh- PO 0 .- I- 0 0 key p l a n W � 5 - ,- rn JOB No.: 1600327 9500 SW MURDOCK,TIGARD,0R 97224 SHEET NO. > .---r-- DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS LLJ N� phase BID & PERMIT IY \i N DRAWN BY: R. CADUA � .. 11N'CH = 10 FEET SCALE CHECKED BY: P. DEDYO CITY OF TWALITY DMIDDL�ORE ON �� 111 5W Fifth Ave.,site 2500 SCHOOL C6 • 2 date FEBRUARY 8, 2019 U ai o 0 0 10 20 Portland,oR 97zoa PLOT DATE: o:503.227.3251 217119 8:31 am LI '1 F: 503.224.4681 PLOTTED BY: rcadua SHEET OF revisions M www.knff.com EROSION AND SEDIMENT CONTROL PLAN 20 28 a. N DWG NAME: C6.1 ESCP.dwg RECORD NO. a 5 REVISION DATE DESCRIPTION BY TAB NAME: C6.2 1600329 J CI Cn I- J Q project # 16055 N PUBLIC FACILITY co IMPROVEMENT PERMIT 0 Qcc, PLANS 0Ico_ r z 0 N LLj N-J_ N Li_ PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWAIITY 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 . i------- n J wp I L . . SHEET NOTES I B I J1, 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, 01 I I 1 __., r — _ I — — RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). W ...., z --� — -...- T -."--r ' — — 2. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, Dull Olson Weekes - IBI Group W■ F —�__ T �� f� 1 T T f T 7 MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESPCP Architects, Inc. FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL • TR• ��9 ALL CONSTRUCTION IS COMPLETED AND APPROVED, ss~� Fo • VEGETATION/LANDSCAPING IS ESTABLISHED. Fo 907 SW Stark Street Portland OR 97205 USA I mss Fo - - - F 3. THE ESPCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN FO FO tel 503 226 6950 fax 503 273 9192 1 .7, FO Fo — FO -- FO FO — FO -- FO CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH I ss �� FO FO Fq A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER www.dowa-ibigroup.com www.ibigroup.com ! ! 4"55 -4"SS -4"55 r © , \` ,r ass a"ss�� DO NOT ENTER THE DRAINAGE SYSTEM ROADWAYS OR VIOLATE �; APPLICABLE WATER STANDARDS. -- $„ss—— _ 8"s5 -----_ ass - 4, THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM • 8"55 - ---- a"ss___________ REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE s"ss— 8„ss------___ CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED AS s"ss�_____ a"ss— NEEDED FOR UNEXPECTED STORM EVENTS, AND TO ENSURE THAT 8"ss-----__ s SS SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. s'ss-------�._ SW INEZ STREET 5. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BY THE 02/07/19 e 1 �— — `� — — APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE N�RED PROFEsf �� </ — --— — — THEIR CONTINUED FUNCTIONING. �V�S ��t N �� %04, --) ! 1— — 6. THE ESPCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND Q 79701 PE 9 MAINTAINED A MINIMUM OF ONCE A WEEK OR WITHIN THE 24 HOURS ��—� I } � FOLLOWING A STORM EVENT. IDIGITALLY SIGNED l I �S \.7). , OREGON , 1>r< - W W w w - w W v - W '. - W W - w w W w - ��[, Ip ZOo� ��! MARK ' ' b 4 I EXPIRATION DATE: 12/31/19 I at „'''.\1/4.4.:1'3 - I /1 a - ° Q . a �� – i — — ...... SHEET LEGEND 21 — / — ��f PROPERTY LINE - ,, �� cP • �..a� � y ��ry�'NW 4 7 4 a . — — — — -(49) -- -- EX. CONTOUR MINOR 6., a a a a a Q a ° 4 G 4 \�� ♦ „ 1 — — — — -(50)— — — — — EX. CONTOUR MAJOR a a a - �� = a a a 4 1� r7�� — •� 4" z1 y ith IIP . 14 41. ; , 49 PROP. CONTOUR MINOR • I `�' `�' �_' `�'� I' I IIP : ♦ ' "r� 50 PROP. CONTOUR MAJOR agill it •0641%1111100 1wlir 4"• ii.p."Iliar..iiik ).E- I..,. 1,.11.II- , EXTENT OF WORK r i1 / . ..{ : ,,PN , r\••• -- — — -- STRAW WATTLE 1 C6.2 • PLAN - SW INEZ STREET SCALE: 1" = 10' ♦�� 1� INLET PROTECTION C6.2 � _ V \ rr+► SURFACE FLOW DIRECTION \O\ C �� T----1 1 1 II BIO BAG IN GUTTER I I � � i I I C� � I � 0 ) 1.61 0 � Z 0 N 0 N- sq� > = U) a' I I I C I� O I I z CO N }+ Cr) CD CO a OT 14 LOT 1 a n 4 a Ch CO 4--C� ' - _ 0 = jn i i - _ � 63 • 0 * . • J i I / h� co �4 L `b N ►i - -o 60 I •. CC5 CO oci: _ ��— — — — — — — — _ �: Iii GATE i Y_I11I I . § L o I 0 - � ---- V) F- z I ki3fil , w M - - --- - - - - - - - - -•- - 01 . > I o C 0 0 LOT 5111 SW Fifth Ave., Suite 2500 CO Portland,OR 97204 gwww3kkf#corn 1 � • I F: 503.274.4681 0 IZ CI �F o ti `I) L PLAN - SW 92ND AVENUE PATH Lid i m SCALE: 1" = 10' Cfl j E NU ci , ‘,.7) .. 1— ( � key plan Z -'o - o a' JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. Lu o� phasel BID & PERMIT > Q, DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS EY �N DRAWN BY: R. CADUA TWALITY MIDDLE SCHOOL z SCALE 1 INCH = 10 FEET1q3ffi CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON 111 SW Fifth Ave-, Suite 2500 U Ojii1 0 {] 1 200 Portland,OR 97204 PLOT DATE: J F 7.3251 2/7/19 8:31am C6 • 3 date F0::503.227.3251 8, 2019 CO 503.22 PLOTTED BY: rcadua SHEET OF revisions www.koff.com 11 N EROSION AND SEDIMENT CONTROL PLAN RECORD N0. 11 (.1 21 28 DWG NAME: C6.1-ESCP.dwg Q REVISION DATE DESCRIPTION BY TAB NAME: C6.3 1600329 I a- I 0 O u) 2 F- I J project # 16055 I0) N PUBLIC FACILITY co Q IMPROVEMENT PERMIT Qco PLANS CNo too- Co U C8 . 20 .._z C N Li j N J_ IIIIIMM NL._ - ------ ... PUBLIC FACILITY IMPROVEMENT PLANS ( RIGHT-OF-WAY WORK) ARE NOT PART OF THE TWALITY MS BUILDING PERMIT SET THEY ARE INCLUDED FOR I Aye;) BIDDING PURPOSES ONLY. BIDDERS ARE TO INCLUDE ALL WORK SHOWN ON PUBLIC FACILITY IMPROVEMENT PLANS IN THEIR BASE BID . nWn J 1 1 ulr MAY BE USED SHORT r� fiia /- TERM W/ UTILITY WORK r -- rn �e�M,:' I B ,, AND W/ PHASING OF Z ;r,rf r- r uw ±. r i , �• %r f I DEVELOPMENTi'1111,-„,1--- „ �`'Aw, _ �i�rrr�:7i''�er=rte_ ►sip-7iil;� ;,,��•�� " �`: y �li!t-��". x _ „/ r````;1�\\.�111\jt�ll� lf�+f�r`1�.:��il��frl{�l�r plySjl�^'/��:�IRJ.il� ..„kc.... rr a+�l: ,ate ---- �'�\, II 1 "' ' ' �' r° a '�'+'�'��:'`' WOOD STAKE \aes:: pis'=<<.' Dull Olson Weekes - IBI Group � h, , �,, 1,- (TYP.} a�sil�ti�s:- Architects, Inc. N. t+ Jr Ir I{ lilh,• I`L�Ih�; �r1 �a,* •Is I r_, I1'lll �l •tIt'1;��,,� ; ,: WI:f i�,�. ''.r_ , .r 1 r f;l— e II11im1''iref tainh�rl�s, 1111. ,l€-'-: «rte= +77%. 11!d+dr rl' "tile f/�grit l�hrrfll'$fft•/" 0:11,...-0,...4' � •..��s:�� T��'� �-efl 907 SW Stark Street Portland OR 97205 USA IVY ,iii4114411rZ7 lc I► t .�� 17,"' --010-1,911:A" ADJACENT ROLLS 70,_ .! y tel 503 226 6950 fax 503 273 9192 illit r �� f,_;r—r'i*,4°- SHALL TIGHTLY •0 IP;;d��- O www.dowa-ibigroup.corn www.ibigroup.com P--1,--;10-Ef' ., ABUT „ _ �r;,�!1+-`;w � F``S'0�� 3♦ - -- .f,' w7�Pr ��f_ \sad 1 ►�\i4l\ j�t\ice\`_,��'� ��/ /7��+�� t�f�%f/rJ/f�?��fr�-i/11 >' �/�0 'Z- -57 LAYOUT AT CATCH BASIN LAYOUT AT AREA DRAIN ...,, �i;;�t.-'- • F` < ��'�i1=1ikP '� PLAN VIEW G: PROF 02'0719 7 WOOD STAKE (1" SQ. MIN.} STRAW WATTLE (8"-10" DIA.) ��RE FSf� ` r. V ��M N �� Oy J. INBED WATTLE 3 f INTO �1 9l \ v •' " EXISTING GROUND SURFACE 79701 PE TO PROVIDE CUTOFF -•�Y � \.4z /p .' DIGITALLY SIGNED ::.1'.1.1-ii.':111:11',1::',::.:1,:',471_," i4. il I '0 `ti\ , 'W: vj \�� EXISTING SLOPE OREGON OFLOW C•y�� ,o lo, isk4 i 1!191 <' 'VI MARK 0 li a1 tin = Ii+E ii�1111' . �ii FLOW SECTION 'A' r'1 •' ii u1,IIILIII �: y'��ur,r..rm 7 0 I DITCH BOTTOM 1\11.0TES: EXPIRATION DATE: 12/31/19 , ;;,;,;:, STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. PLAN �lr iLl'ill�111lAi 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5' ►,� ► ;t MIN - 25' MAX.) N til,i:.lute.'.:. 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 'y`�� SECTION 'A' 4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT GRASS, OR RYE STRAW NOT PERMITTED. 0 BIO-FILTER BAG AT INLETS ,� STRAW WATTLE ON SLOPE SCALE: NTS SCALE: NTS 0 (i) 2 EACH FOAM Q DUMP STRAP 0 o - = EXPANSION RESTRAINT 0 N (Y4" NYLON ROPE, 0 rV 2" FLAT WASHERS) ma V J ta 0 0 DUMP STRAP I\♦♦,- co 0♦,.., +�,♦ }• _rnrn • II \ • � ♦..... `/ I- -_,...•�'�� BAG DETAiL -o 03 1" REBARFOR BAG - REMOVAL FROM INLET % o __13 Q oo ti s, ,, r A >11 �i�'+� T� � .� 1- 4v, 1i.1�� l�H�;Bili\ _ 4F, '-41.r+'��S�jS:;�,��Sti`.v„ti�St*--•� �N S. co co lfl►�lt�l►A;\e��rllrji\lilei'Ir51i1r1•.'•• • o REGULAR FLOW \+•_ .,`�►.,., :•_ �, [o ` _ '"/ 0) L© C0 M o SILTSACK® :�� `•;::;; �� DUMP STRAP O Q OFAT in 1y�0 z wkl3ffi Lii .. - . , A.> .74, . '. 41%41% 11"IP'..ai .: 4 a . . . ...***%'%'''*'''''''''''''''• \IP'S\)\''-'''''\14 CJ GFNc " + • ,• ' � 111 SW Fifth Ave-, Suite 2500 ry ` �_ a Portland,OR 97204 • - O: 503.227.3251 4 e _� +4” • . F: 503.274.4681 �\�.ap� s www. n .com `1�11�Q\3i1a+�11'f 311; ° 3.. X11. .1.01.11' - 4 ill 'WIPP • 4• - ° Q 4l allal7� �p 4 • •s r , • 4 0 0 Cn -0 NOTE: CL I a 1. DO NOT USE HIGH U .- L w FLOW INSERT BAGS. m, I 0 N_ ° INLET SEDIMENT PROTECTION 65- L 6-; SCALE: NTS k e y p I a n Z j 0 W - O' JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. w N . phase BID & PERMIT 0 �� DESIGNED BY: J. ADAMS PUBLIC FACILITY IMPROVEMENT PLANS jN DRAWN BY: R. CADUA TWALETY MIDDLE SCHOOL z v1q3ffi 111 SW Fifth Ave., Suite 2500:503,227.3251 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON U o Portland,OR 97204 PLOT DATE: 2/7/19 9:19am C 6 • 4 ate FEBRUARY $, 2019 CO i�- Cl_ FO: 503.224.4681 www.kpff.com PLOTTED BY: rcadua EROSION AND SEDIMENT CONTROL DETAILS SHEET 22 OF 28 revisions CL x CNI DWG NAME: 06.1 ESCP.dwg RECORD NO. 0 REVISION DATE DESCRIPTION BY TAB NAME: C6.4 1600329 -- CC/) 2 I` J project # 16055 N PUBLIC FACILITY "' 0 IMPROVEMENT PERMIT 0 Q� PLANS N- N-CD CD N r 0_ CDU C El • 2 1 7 QZ N�. I 1 . ILL I-J N u