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Plans S 1T20 18-00016 GENERAL SITE NOTES ABBREVIATIONS BANKAMERICA TIGARD 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF AC ASPHALT CONCRETE OVH/OH OVERHEAD WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. CONTRACTOR IS RESPONSIBLE FOR AD AREA DRAIN P/L PROPERTY LINE VISITING THE SITE AND BECOMING FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING. APPROX APPROXIMATE PC POINT OF CURVATURE TIGARD, OREGON B BOLLARD PCC POINT OF COMPOUND CURVATURE 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO EXISTING SITE BLDG BUILDING PCR POINT OF CURB RETURN DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT GENERAL DESIGN ELEVATIONS FOR BOW BACK OF WALK PED PEDESTRIAN JUN 11 Za18 OFFICE COPY NEW CONSTRUCTION PROVIDE PROPER PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN BS BOTTOM OF SWALE PIV POST INDICATOR VALVE POINTS. REPORT DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. BOTTOM OF STAIR PM PARKING METER CITY OFTIGARD PERMIT SET BW BOTTOM OF WALL POC POINT ON CURVE BUILDING DIVISION 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). CONTRACTOR SHALL CB CATCH BASIN PP POWER POLE NOTIFY CITY INSPECTOR(S) 72 HOURS PRIOR TO START OF CONSTRUCTION. CL CENTERLINE PRC POINT OF REVERSE CURVATURE CMP CORRUGATED METAL PIPE PT POINT OF TANGENT 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL HAVE A MINIMUM OF ONE CMU CONCRETE MASONRY UNIT P.U.E PUBLIC UTILITY EASEMENT • (1) SET OF PERMIT APPROVED PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. CO CLEANOUT PVC POLYVINYL CHLORIDE CONC. CONCRETE PVMT PAVEMENT PROJECT SITE 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL LEAVE THE PROJECT COTC CLEANOUT TO GRADE PVT PRIVATE a SW AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE CP CONTROL POINT R RIM Cr RESTORED TO AN "AS GOOD OR BETTER" CONDITION. ❑ DELTA RD ROOF DRAIN Ulta Beauty 9 j D/W DRIVEWAY R.O.W RIGHT-OF-WAY ,p 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR AND HIS DIA.,O DIAMETER S SLOPE (FT/FT) W W Panes Bread9 a CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE DIP DUCTILE IRON PIPE SD STORM DRAIN ` i,� WORK. E FASTING SDMH STORM DRAIN MANHOLECr,cy7 C'? EXIST./EX EXISTING SHT SHEET Bank of America ,$r 3. 7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. FDC FIRE DEPARTMENT CONNECTION SS SANITARY SEWER Financial Center eR°' a CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF TIGARD FOR REVIEW AND FF FINISH FLOOR ELEVATION SSMH SANITARY SEWER MANHOLE El APPROVAL PRIOR TO COMMENCING CONSTRUCTION. FG FINISH GRADE ST STREET FH FIRE HYDRANT STA STATION FL FLOWLINE STD STANDARD Thirsty Lion go 4 Red END FOUNDATION S/W SIDEWALK Gastropub and Grill... a, G GUTTER TC TOP OF CURB NERAL GRADING NOTES GB GRADE BREAK TD TRENCH DRAIN GENERAL GL GAS LINE TG TOP OF GROUND GV GATE VALVE TP TOP OF PAVEMENT 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. THE CONTRACTOR IS RESPONSIBLE FOR FIELD H HEIGHT TRANS. TRANSFORMER C VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING RIGHT-OF-WAY HCP HANDICAP PARKING SPACE TS TOP OF STAIR 3 LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. HP HIGH POINT TW TOP OF WALL 0 v '•- C7 ID INSIDE DIAMETER TOP OF WALK 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE FOR STAKING WITH A IE INVERT ELEVATION TYP TYPICAL 9 LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY ARCHITECT FOR CONFORMATION TO DESIGN INV INVERT UG UNDERGROUND '� PRIOR TO CONSTRUCTION. IRR. IRRIGATION UGE UNDERGROUND ELECTRIC here's Gustavus Pub & LP LIGHT POLE W WATER 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS OTHERWISE INDICATED. MH MANHOLE W/ WITH 1 Motorcycles ;''. .. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING WALLS AND DOORS. MIN MINIMUM WCR WHEEL CHAIR RAMP 27 N NORTHING WM WATER METER 4- 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. ADEQUATE SHORING O.D OUTSIDE DIAMETER WV WATER VALVE 41 BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING OF OUTFALL i Storage 9 el,tart ALL PHASES OF CONSTRUCTION. 0Cr ��9 �,�'� 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY CONSTRUCTION OR 0 r0e Altierus I EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH AND RETURNED TO ORIGINAL EXISTING �r ¢, CONDITIONS. DISTURBED LANDSCAPED AREAS SHALL RECEIVE BARK DUST AND REPLACEMENTi� `' PLANTINGS. DISTURBED NATURAL AREAS SHALL BE HYDROSEEDED TO REPLACE NATIVE COVER. L DISTURBED GRAVEL AREAS SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. 1 ■ 6. ALL DITCHES, SWALES, GUTTERS, CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE CONSIDERED ACTIVE VICINITY MAP MAP FROM: GOOGLE STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SCALE: NTS STORM WATER DRAINAGE AND DEWATERING OF WORK AREAS DURING CONSTRUCTION. 7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING CONSTRUCTION IN A REVIEWED FOR MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND COMPACTION OPERATIONS. PROJECT CONTACTS CODE COMPLIANCE 8. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY MONUMENTS ARE , DISTURBED OR DESTROYED DURING CONSTRUCTION, CONTRACTOR SHALL RETAIN THE SERVICES OF A NOTICE TO EXCAVATORS: ARCHITECT: REGISTERED LAND SURVEYOR TO RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE ATTENTION: OREGON LAW REQUIRES YOU HOK NECESSARY SURVEYS AS REQUIRED BY STATE LAW. TO FOLLOW RULES ADOPTED BY THE 1 BUSH ST, STE 200 ORE9. COMPLETELY COVER ANY SOIL STOCKPILES WITH 6 MIL BLACK PLASTIC AND PROVIDE RESTRAINTS TO THOSESUTILITY NOTIFICATION FORTHION IN OAR SAN FRANCISCO, 8C7 97104 HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS PART OF CONTINUOUS EROSION CONTROL PLAN. 52 RULES ARE SET AIN OAR TEL: 41 T: AIDA PLACE SILT FENCE COMPLETELY AROUND STOCKPILE. 952-001-001 O THROUGH OAR CONTACT: AIDA RIBAR 952-001-0090. YOU MAY OBTAIN 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE COPIES OF THE RULES BY CALLING THE CIVIL ENGINEER/PROTECT MANAGER: CEN TER. CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES STANDARDS FOR MINIMUM EROSION KPFF CONSULTING ENGINEERS (NOTE: THE TELEPHONE NUMBER FOR CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS THE OREGON UTILITY NOTIFICATION 111 SW FIFTH AVENUE, SUITE 2500 OFFICE COPY FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE CENTER IS (503)-232-1987). PORTLAND, OREGON 97204 CITY OF TIGARD UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT ANDTEL: 503-227-3251 REVIEWED FOR CODE COMPLIANCESEDIMENT LADEN WATER DO NOT LEAVE THE SITE. CONTACT: PAUL DEDYO POTENTIAL UNDERGROUND FACILITY OWNERS Approved:] ] a 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OTC: [ ] OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. DigSafely. , ypermit#isle 0) S - 016 I- Address: ; r d SURVEY NOTES Call the Oregon One-Call Center 1 -o 1-800-332-2344 Site#: � 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL By: --- Date: _ 1 $:i- > SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, 00 AND ELEVATIONS, AS SHOWN, ON THE PLANS. EMERGENCY TELEPHONE NUMBERS City of Tigard Erosion ontrc�` I COa o 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION To Schedule Inspections: o NW NATURAL GAS o PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEETS C.02 FOR PROJECT CONTROL INFORMATION. co M-F lam-bpm 503-226-4211 Ext.4313 Call In(503)itial p39i 4175 73. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED AFTER HOURS 503-226-4211 Prior to footings ootspectection CITY OF TIGARD oON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. PGE 503-464-7777 Final inspection: Approved by Planning J Prior to".nal building i��?actio: a. CENTURYLINK 1-800-573-1311 Date: VI111113 o 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER CITY BUREAU OF MAINTENANCE 503-823-1700 o COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. CITY WATER 1-800-8 83-4874 SHEET INDEX Initials: 0 5. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. 0 PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION I ° SHEET . LAYOUT. SHEET TITLE NUMBER Q � o o m n. C0.1 COVER SHEET I ID T 00.2 EXISTING CONDITIONS o,m C1.0 DEMOLITION AND EROSION CONTROL PLAN i in C2.0 PAVEMENT AND GRADING PLAN Orn OD 6,i 0 _ C3.0 DETAILS 0 w .8 a 5• \ ���s PROFESS JOB No.: 1800080 14101 SW Washington Square Road,Portland, OR 97223 SHEET NO. j� V\S ��, l N �� �0�., DESIGNED BY: SL 0 ��• 4' 79701 PE 9r DRAWN BY: RC BANK OF AMERICA TIGARD PD Z 111 SW Fifth Ave., Suite 2500 co . 1 - Portland, OR 97204 CHECKED BY: iu o a:5o3.zz7.3251 OREGON PLOT DATE: 4124118 12:33pm E F: 503.224.4681 ,o 41, io .1.° SHEET OF xx Xwww.kpffcom �U( MA RK �%� DWG NAME: 1800080-COVER.dw COVER SHEET 1 N RECORD NO. w REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12131/ I TAB NAME: C0.1 XXXXX-XX r #1 / / / / / / / / / NOTES: / / 1.) VERTICAL DATUM: NAVD 88(GEOID 12A) ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT / NO. 1 USING THE OREGON REAL-TIME GPS NETWORK(ORGN). / / 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM 20 J�+j/J, (OCRS), PORTLAND ZONE,THE RESULTANT BEARING BETWEEN CONTROL POINTS 1 AND 2 IS av 'V //1/11S/./ � SOUTH 24°55'47"WEST,167.95'. r • S�j/N / /Air. 3.) THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY.A TITLE REPORT WAS NOT PROVIDED ° a a r0N [' / FOR THE PURPOSE OF THIS SURVEY.EASEMENTS AFFECTING THE SUBJECT PROPERTY MAY EXIST. - goi, / RD / 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS& REFERENCE CONCRETE JOINT ° d MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF (TYPICAL) - /. ads .....t. k, / UTILITY LINES ARE NOT AVAILABLE.ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED 4 c (POTHOLED)PRIOR TO CONSTRUCTION. d d 4 / a .6 - / - p• 4 a a a \ o � I a 14 • I 1 � / 1 d 41 • k Ia - I dd a.4 • ¢1 1 ' 1 d a 4 _ � { 4 4 • Q \. d . t ... • a LEGEND: • /// �(y. NN ' 4 d � a r//////./A„ , V///////.1 BUILDING OUTLINE WITH DOOR a 41'----4-----71 " ��Q/ '� �� I •+ ". _ • 11 CONCRETE SURFACE / / 4 Q`j/3 Q�$ d — ASPHALT SURFACE / a . / cQ/�h CURB LINE / / rya 203 SIGN h ` 0 ICV �( a �� DOUBLE POST SIGN / `" I 14 I 1 4 4E I I HCR HANDICAP RAMP / 7 4. ---/� J:'—° OVERHEAD LIGHT / ❑ CONCRETE JOINT— ` 4 \ A/ 113, \ ® CATCH BASIN / a a I ❑ AREA DRAIN 7//// ' ; L 0 _ _ 1 41_ \\\\ ICV IRRIGATION CONTROL VA � •v 4 fl 4 = d LVE I u AMERATR TRASHCAN v 4 d4 ' d L _ m SIGN ct v 1 PROJECT CONTROL POINT BANK OF AMERICA �� = ` a �� FEE=205.20 . , 4 41 • I. 4• _ • 41 .11' a • r SPOT ELEVATION 7 v 4 i 41a: r 4_ BENCH 4 j// I. ,! d ( - a . _ CATCH BASIN• FINISHED FLOOR ELEVATION / . ' a s a s I RIM=201.83 / I I I .4 / 4 1 . 44. WATER LEVEL=200.83 I/ ❑ i I I / .. Fill". 1P- ,' d a 1 -1-c-5-s>/ .. n e r=I_i 160 4 N .a /I 4• aO a a dl 14 m 1 a 14 ap /FtpNCRETE JOINT _ / Q a. a d^I a m o� aT '�' .r � 1 d 3 14 1 I - - U x a / I I c a W a / 'I II. e 0 000 O Ca 00 / / 1— 0 /J / 0 Q U / i#2#2 cu o 1 >. QTD) o 0 ma_ I 0o al I 0 000 "z1- 0 ' 0 ,- 0 f D Ni JOB No.: 1800080 10101 SW Washington Square Road, Portland,OR 97223 a� ���_D PROFESS 9 q 0 SHEET NO. �� �54N15-F �D,y DESIGNED BY: St_ Z - SCALE 1 INCH = 10 FEET 79701 PE 9� DRAWN BY: RC BANK OF AMERICA TIGARD CHECKED BY: PDC 0 2 111 SW Fifth Ave., Suite 2500 • Portland, OR 97204 OREGON 4/24/18 11:46am 0 0:503.227.3251 PLOT DATE: a 10 0 10 20 i l<Pfif F: 503.224.4681 ,o �UQ. 10, 2��� xx c,-). www.kpff.[om 9U� MARK a �o PLOTTED BY: PDedyo EXISTING CONDITIONS SHEET 1 OF N DWG NAME: 1800080-EXC.dwg RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRATION DATE 12/31/ I TAB NAME: C0.2 XXXXX-XX J SHEET NOTES 1. CONTRACTOR MAY STAGE WITHIN PARKING LOT AS COORDINATED WITH OWNER.. . 2. REMOVE ALL SURFACE PAVING AS INDICATED. #1 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE CONTRACTOR. / 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT / AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR / PRIOR TO COMMENCING DEMOLITION. / 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL / EXISTING SURVEY MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS / RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. / / 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND ROADWAY INCLUDING BUT NOT LIMITED TO SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, / PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR / RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. / 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES / IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY / SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER / HAZARDS. / 8. COORDINATE PAVEMENT REMOVAL AT EX JOINTS OR SAWCUT STRAIGHT —293 — ski / LINES, AS NECESSARY. d A gsyl / 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE _ • NGTO / DEALL STREET STREET SUROLITION OD, AND FACES OUTSIDEGTHEANSPOTATION CONSSTRUC IONOF ZONEMMUSTON BED KEPTIS. ° • ° ' ���J / 1° d ,4 qR CLEAN. a d a CONCRETE JOINT ° 4 R� / (TYPICAL) Zf- / ' , / 'A. I., • . ..4` .d ° / I . / 4 / DEMOLITION KEY NOTES p 44 ► ° \ 4 20 SAWCUT LINE -� 1 e I 4 1 \ I . � \ a I Id 1 4 nc 1 :--0 \ ` °4 / 4 ° 21 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE. I Q I I e ° � - 4. __, \ \ / a \ x/ 22 REMOVE CONCRETE SIDEWALK / \ h /� \ 4 v� _ _�/� \\ a• �� •. 23 REMOVE CONCRETE CURB ////// � — — 1\ m \ �.. . # q' / 1 �° \ o \ 12 \ / ICV I or \ /�' A ° X / - L - ' I I� • .°_ , 1 .4 , PROTECTION KEY NOTES 4 I 04 1 if .6 ._.�/ 1 °1 ?..,a •,• : !I ° // / CONCRETE JOINT ° 4 - / 40 PROTECT EXISTING SIGN / 74' /— 'Re /1�' T. ( 20 41 PROTECT EXISTING CURB / `.' o . I ! / 40 All 1 //// —, �� b•' BANICQF aL _ /f' •r • A .1 4 4 AMERICA N - m SIGN u 1 I h Af: I cr BANK OF AMERICA —4. . 1�.- . ' • a Td \ I / © SALVAGE KEY NOTES FFE=205.20 ' �i + 1' \. .. i • /.- . . •\ Al • I.• I ) , 4• . I ! / CATCH BASIN d I o ./ . -1 / RIM=201.83 / , .�' . . 1 a 4' 7 —..2 . WATER LEVEL=200.83 / m fi — -=' mil. Tr- 60/ I e . I . . , F d / _ SHEET LEGEND E ,/j. / / Z/ 23 ( ® — — PROPERTY LINE m / Q � I LT*./ / / . 4Pia I I I d L / I OFFSET FOR CLARITY) //i2_ i . CONCRETE JOINT _ 1 El: a1. p� tt SAWCUT LINE f° 4 1 1 l .0 4 41 Tw ///� 4 TR ` I 1 I o I REMOVE EXISTING ASPHALT 0 / r - . 4 a IA h JaiIA ADA PATH OF TRAVEL I —0 6k _ - Do o 0 co / i 1— / 0 i ID, / a U #2 TD coP I a '.8- m m I cn L- o �m r g I a OCV co Lr)O o 6„ 0 7 co \ ��Ed PRQFES JOB No.: 1800080 10101 SW Washington Square Road,Portland,OR 97223 SHEET NO. jN V\`�\ {� h N E `s�0?, DESIGNED BY: SL .) �� �79701 PE qr DRAWN BY: RC BANK OF AMERICA TIGARD (.---t SCALE 1 INCH = 10 FEET Z 111 SW Fifth Ave., Suite 2500 CHECKED BY: PD # Portland, OR 97204 C 1 0 N o <Pff OREGON 4/25/18 9:5 8m 10 0 10 20 O: 503.224.4681 �q �Gl fU 14Q� PLOT DATE: www.kpff.com G • oy� PLOTTED BY: SLam DEMOLITION AND EROSION CONTROL PLAN SHEET 1 OF XX X MARK DWG NAME: 1800080-DEMO&ESGP,dwg RECORD NO. N N REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12131/ I TAB NAME: C1-0 • A d ! J a d 1 d Ia a ° SHEET NOTES 1 LA 1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DETAIL 6/C3.0 RETE JOINT ° a 1 \ 8 tri CAL) 4 - / . \ ' • d4� .4 - \ 407 AI/ A\ •d4 \ 4 Sfiy. 4 d N A IN GPr)/1 .... ,.... l � Y • - _ � _ \ ° '� 4 d.... 4 /1 18 0�- 0 KEY NOTES \\ d \\ a a `ti 1 I I I I - \\ ` 4 I i \ I # SCRlPTION DETAIL _ 4 REF. } °\ I 4 \ 4 / • 1 MATCH EXISTING GRADE LA 1 I 4/ 4 ti id i d \d I0 `\ 1) d A 2 CONCRETE SIDEWALK 2/C3.0 I I I \/ \ 4 203.8] d a \ / d \ \ / a + 3 ADA PARKING STALLS AND STRIPING 3/C3.0 \ ` 4 "NO PARKING" ZONE STRIPING / \ \ a `\ 5 VERTICAL CONCRETE CURB 5/C3.0 / \ ` N ° / / / � � \\� d / d /////' / / / 1 a - - ,z.../� � GRADING LABEL LEGEND / CALLOUT DESCRIPTION d \� Q� a / / N f JN `` \ X.X GRADING SLOPE AND DIRECTION (DOWNHILL) /7/ '',940,, 0 �19� SPOT ELEVATION DESCRIPTION LISTED BELOW. / / / ! OICV a N. (2038f)TP A 1 NO DESCRIPTION MEANS TP / - 204.47 \ �XXX.XX ,XXXXi 204.61 / 2- - 1 •I( �� i d I A . 4 203.61 TP \ / EG EXISTING GRADE ° I I ./ A I 17. <7 7 5.0 . FFE FINISHED / zo4.52 ° 203.$4 _ - r �� / FLOOR ELEVATION }( { ( / TP TOP OF CURB / CONCRETE JOINT ` `\ \fi .!�!♦�♦�. //� TOP OF PAVEMENT / (204.7±)-N /(204.6±) la o a , �"�•'r"! / \ d II `� 1.3% 4 +�� // XXX.Xt EXISTING GRADE // / ��� (203.9 TC TPS ° e °O °g �!�♦♦♦!•� oi '�( } (MATCH WHERE APPLICABLE) li‘k 205.18 205.09 \`N 1 �\ I ♦.♦♦#♦ 1 \ 204.78 1.9%_ (204.61) 4\ I v ♦♦ 203.69 j /////// ! / / / (204.0±) - 'd L - ♦#♦ `1 I BANK OF • ` -� � � - I / 1.5%_ 4.17 = _ - -� 0.9% .END CURB ° 5.0 �- li f u(Al AMERICA - _ _ � © ♦#!♦♦# `4 -� SIGN d 1.3% -b%` i„ ♦ • ♦ I g FFE=205.20 / poi, 4 -' _ ° a ♦♦#♦♦♦♦♦! ao ` q ci I I o .`ND a ♦♦#♦♦!♦♦♦ / I �1 16.5' . a v. !♦♦! i 0 (204.7±) inirI.• ini a, i♦i�i�i�i a 1� 1.4%_ BENCH - a - �- 1.57 2.5% i �►204.03 TP ��#♦##!♦##!###!♦♦!♦♦ 4* .8. 76 \ _ /, ////7 / 7 204.45 ,.876 �►♦ ♦ V► #♦t -8* ♦ o, CATCH BASIN ti 204.90 �► - 204.35 TC t•,__Z* ♦♦!!♦♦#♦♦!♦♦♦ ♦♦♦.�♦♦♦ .n205.18 205. �� (204.6±) 204.10 TP Sii#iii!♦�i♦ moi!♦ 203.81 4RIM 201.83 SHEET LEGEND i • WATER LEVEL = 200.83 O ///, f I a < al 1 -A /� /c.i - - PROPERTY LINE A I / 1 1.0% 7 , 1.1% 204.12 TP Cf_--) 01 (203.0±) 204.37 TC 0° _ •- `" / CONCRETE SIDEWALK 2 / �/ / (204.81} a • d (204.5±) I N / / C3,0 0, J ` 204.38 TC / / (204.7±) 204.45 �i / / 204.13 TP •••••••••••••••••••••+••••••••••••p•••• .• o / (14 / 2 �/ // / ••iiiiii•Ji•J'�+i'iiii••i''i•�i • PAVEMEND ASPHALT C3.0 i / \ C , START CURB I� •••••••••••••••••�•• Q , _I / 1.67 © 23 LF 0_ / /29,i4.70 Q 1 \ ,/ / / /1 / I (204.3±) I N s :•' A. 4 r 4 co . CONCRETE PAVEMENT C3.0 o ` a , / 4 I (204.1±)TC / • . d r a 0 II u Iwo (203.91)TP o I d1 i / - - -- - - GRADE BREAK / 147Z °� a d d CONCRETE JOINT _ I a(...) // a i I I l I SCORE JOINT 204.54 a Q m A 4 a I 1 - 1 d d d • I i 4 1 I a i ,`� �, � - L l l I I -o / //// 1 � � / / / N da a I I - I I ° 0 4 _.-\ 02i 0_ / ° d � �l d i \1 'm / I/ �; I II d I ! - � - - - - - O N O r O 00 .-, 00 03 O\ j�� I'R�F JOB No.: 1800080 10101 SW Washington Square Road,Portland,OR 97223 SHEET NO. o:-.... �V\ aCO N lO,f9 DESIGNED BY: SL SCALE h z 1 INCH = S FEET 79701 PE DRAWN BY: RC I11 SW Fifth Ave., site zsoo BANK OF AMERICA TIGARD I 41(til..111) CHECKED BY: PD C2 . 0 O O 503 Z 3251ortland, OR 04 OREGON PLOT DATE: 41241!8 12:31 pm iii i� 5 0 5 10 F: 503.zZ4.4681 A �G�• 10, 111 p PLOTTED BY: PDedyo SHEET OF www.kpffcom q°/ MARK � � PAVEMENT AND GRADING PLAN , XX DWG NAME: 1800080 PAVB�GD.d g RECORD NO. N REVISION DATE DESCRIPTION BY I EXPIRATION DATE: W3V I TAB NAME: C2.0 XXXXX-XX J 6" THICK PORTLAND CEMENT CONCRETE I • • 4 -d . •, . . . . . 3" AC SURFACE COURSE . • • 4- .. •' • • • a'_ •. - 4 i'. - , . 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