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Plans S 1120 17 -00002 CONSTRUCTiON D Bankof A ATM Kiosk BANK OF AMERICA ATM KIOSK Greenway Shops SW Scholls Ferryd �� ADA CIRCULATION IMPROVEMENTS Tigard, OR 97223 g RECEb FEB7 $4 D N ' ,a� „70 CITY OF TIGARD GaivisIoN ' / : -' , �, 2101 Webster Street Suite 2000 Q Oakland, CA 94612 RRY ' . .011 I li Telephone 510.625.7400 __ _.,,,,.,_ _ _ - - G�O�` S F — Facsimile S 10.625.7499 SSS _ snslr= ----Th iJlllIl = Cardno r SW SCROLLS FERRY RD. / s ,; Shaping the Future -------- [ : 1: 1 PORTLAND cn 5415 SW WESTGATE DR,STE 100,PORTLAND,OR 97221 r 4 0---<( ---- }— i f i �'`' TEL (503)419-2500 FAX (503)419-2600 � � / � ,� www.cardno.com o tl'\-7 -- ,---- o SITE 2 SW SPRINCWOOD CAR 2 1'2 , } C / Q z < ` �WORK ARE__ ) ( NI N IR 2 I U \tit)c ) _., ,,,..„_,„..2 • \me/ �'\ ] cn VICINITY MAP0 ] '" SCALE: NTS //7 1 1 7--. - / 1 / /�" 4.4.41 (-de/ - ' Y414 •i ‹.- Issue Date&Issue Description By Check t 01 0510612016 Issue for PjM Review i PROJECT TEAM ARCHITECT LOCATION MAP SCALE: NTS GENSLER ATTN: JEFF SCHMIERER 2101 WEBSTER ST, STE 2000 CITY OF TIGARD OAKLAND, CA 94612 -. PHONE: (510) 625-7400 Inv ut.WiD FOR CODE COMPLIANCE FAX: (510) 625-7499 Apprawdt t OTQ 1 3 CIVIL ENGINEER Permit ilii 0=017—a •iti CARDNO SITE INFORMA TION BENCHMARK/BASIS OF BEARING SHEET INDEX Adesa ( 60.6 ATTN: MATT LEWIS Suite r ....... .k.7 5415 SW WESTGATE DR, STE 100 LOCATED ON THE EASTSIDE OF SW 121ST AVE. AND SOUTH OF SHOLLS ELEVATION DATUM: CITY OF TIGARD (NGVD 29) C0.0 COVER SHEET Dates PORTLAND, )4 97221 FERRY RD. BENCHMARK: 2" BRASS DISK IN MON. B / OX C1.0 EXISTING CONDITIONS ' B +�v" PHONE: (503)419-2500 FAX: (503)419-2600 BEING SECTION COR 27128 /33/34 C2.0 SITE PLAN „ LOCATED IN SECTION 34, TOWNSHIP 1 SOUTH, RANGE 1W LOCATION: INTERSECTION OF SW CONESTOGA DR. AND SW 125TH AVE. C3.0 GRADING PLAN • OWNER WILLAMETTE MERIDIAN ELEVATION 240.67 FEET WASHINGTON COUNTY OREGON OFFICE COPY BANK OF AMERICA -- PROJECT MANAGER JLL ATTN: MARTIN JONES PHONE: (415) 328-0605 PERVIOUS AREA IMPACT EXISTING PERVIOUS AREA = 17,800 SF PERVIOUS AREA IMPACTED = 300 SF IMPACTED AREA PERCENTAGE = 1.0% (TYPE I LAND USE APPLICATION REQUIRED) SeallSignature \c P ROFessi <�5 F,\G4Wit 41_ iS 786U � 16.1i .:7 Digital Signature OREd05°• a 09 -L 9' i EW C .\-``' EXPIRES;12/31/2016 Project Name Bank of America ATM Kiosk IProject Number 33.0809.016 ( Prototype Layout ! Description COVER SHEET Villi ,,„. LOCATES (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION OREGON UTILITY If Scale THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS OF O.R.S. NOTIFICATION CENTER � NQT TO SCALE - - .757.541 TO 757.571 IN LOCATION AND PROTECTION OF UNDERGROUND1gQ� 3322344 � UTILITIES. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED C")� �� BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE 4*SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-02090. YOU It MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. E Pon CO ■ O ©2016 Gensler , Bank I GENERAL DEMOLITION NOTES IKiosk 1. NOTIFY ENGINEER FIVE (5) BUSINESS DAYS BEFORE COMMENCEMENT OF WORK. .I7 / .� . 2. LOCATION OF EXISTING UTILITIES ARE BASED UPON AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF e 41 Greenway Shops EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 24 HOURS PRIOR TO4 SW Scholls Ferry Road COMMENCEMENT OF GRADING (1-800-332-2344). 4 , t - --- 1 3. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF \\\\ 4 ° ,� ° Tigard, OR 97223 OSHA. ° -..-.-.........._- - 4 ' 4 d d ° ° a 8 a 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY ALL APPROPRIATE CODES, LAWS ° �' 4 AND REGULATIONS THAT GOVERN CONSTRUCTION WITHIN THE CITY OF PORTLAND. 4 a . 9.. 4 p '74 a .... 5. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT .• ° . : ° 4 ° . 4 ARE DISTURBED DUE TO CONSTRUCTION. d ' e d Al 4 ° ° 4 Q 6. ALL CONSTRUCTION SHALL CONFORM TO CONSTRUCTION DOCUMENTS AND ' R . 4- 4 . a^ . . °! PROJECT SPECIFICATIONS. .1 ° < 4 . ...................... 7. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR . A a q. 1.4/0 '4 INSPECTION AND TESTING. -1-1 I -a--^. e 1 Ai 8. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTION DEPARTMENT 24 HOURS �� B f PRIOR TO CONSTRUCTION. CONCEALED CONSTRUCTION WITHOUT THE REQUIRED . EXPOSURE SHALL BE SUBJECT TO INSPECTION AT THE CONTRACTORS EXPENSE. I _ 4 ® m._....- 9. SIGNIFICANT VARIATION AND DEGREE OF EROSION CONTROL EFFORT WILL BE L p 1 DICTATED BY WEATHER CONDITIONS. THE DEVELOPER AND CONTRACTOR 2 2101 Webster Street . Suite 2000 SHOULD BE PREPARED TO PROVIDE EXTRA EROSION CONTROL PROVISIONS AND ► . _ S EFFORT DURING WINTER AND WET WEATHER CONDITIONS BEYOND WHAT IS eI Oakland, CA 94612 REQUIRED DURING SUMMER AND DRY WEATHER CONDITIONS. FINE GRAINED AND 4 Telephone 510.625.7400 UNCONSOLIDATED SOILS ON GRADED SLOPES MAY BECOME UNSTABLE WHEN is a Facsimile 510.625.7499 SUBJECT TO EXCESSIVE MOISTURE, �%a 10. DEMOLISH/REMOVAL NOT SPECIFICALLY LISTED, BUT REQUIRED TO COMPLETE ° ,,j� SITE/UTILITY AND GRADING PLANS SHALL BE THE RESPONSIBILITY OF THE o 4 . CONTRACTOR. d q4 d°. Q 11. ALL CONSTRUCTION DEBRIS TO BE REMOVED FROM SITE AND /4 S. ° . EXISTING BUILDING RECYCLED/DISPOSED OF ACCORDING TO LOCAL REGULATIONS. I • ° ° , 12160 SW SCROLLS FERRY RD. I Iw (ii, 1-- 1.5% . ' TIGARD, OR Carclno 4 CV Shaping the Future 4 1 PORTLAND Cr) 5415 SW WESTGATE DR,STE 100,PORTLAND,OR 97221 4 . a 0 TEL:(503)419-2500 FAX:(503)419-2600 ° www.cardno.com A 4 4 , c 111 I I , , ° 4 , .4 1 \` i d Q 4 ° 4 ° 4 O I 4 ' 4 e 4 © Iti°. - 0.6%p © ° A a. [0.2�/O v - - 5 6 °-d •�� , ® 'V .'; _II\ e I ° I / 4 I 1 dyw� A4 Z.,,,,/d ri 44 / / ' U 9 -- - a _ta a� CC ------ --- , i - , Aer 4 F7/ /3ii - . ., • 4 _ ° 4 ° (------. l ° ';4 / i -.- - , \ \ '3/4\ \ ''-, ' 1 \ 1 I A Issue Date&Issue Description By Check 01 0510612016 Issue for PIM Review \ i 2?8 I r I 1_ --- SCALE:1"=20' 20 10 0 20 LEGEND DEMOLITION NOTES 11 , .IIMM1 - PROPERTY LINE 1 DEMOLISH EXISTING CURB IN LOCATION OF NEW SIDEWALK. -SAWCUT LINE DISPOSE OF OFF SITE. SEE SITE PLAN FOR ADDITIONAL INFORMATION. IN AREAS NOT IMPACTED BY ADA RAMP - CURB LINE CONSTRUCTION, PROTECT EXISTING CURB AND PAVING. - STRIPING 2 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. - EXISTING MAJOR CONTOURS - EXISTING MINOR CONTOURS 3 EXISTING 2" CALIPER TREES TO BE REMOVED. , , , , , , , , , , , , , , , , , , , - BUILDING FACE 4 EXISTING SIGN TO BE RELOCATED TO WITHIN 2.0' WIDE -ASPHALT SURFACE LANDSCAPE AREA. 5 SAWCUT AND REMOVE EXISTING ASPHALT. 4 4 { - CONCRETESURFACE II n PROTECT IN PLACE EXISTING GAS METER. A - SAWCUT BOUNDARY HATCH 7 CONTRACTOR TO PRESERVE AND PROTECT EXISTING 1 SeallSignature TRANSFORMER AND VAULT FROM DAMAGE DURING CONSTRUCTION. ��� D PROFESS) 8 REMOVE AND DISPOSE OF EXISTING PLANTER. e��S k.78 FFA. ; 9 SAWCUT AND REMOVE EXISTING ADA RAMP AND SIDEWALK. 2016.0 .1 Digital Signature OREaN50:4 -9,7 ,.• INEW C . \- . EXPIRES 12/31/2016 1 Project Name Bank of America ATM Kiosk IProject Number 33.0809.016 1 Prototype Layout . 1 Description EXISTING CONDITIONS AND DEMOLITION PLAN OREGON UTILITY Scale • NOTIFICATION CENTERfr(>� 1" = 20' 1-800-332-2344 nilAIP �t� l Cl�EFORE 1 . 0 ©2016 Gensler EXISTING LEGENDBank •GENERAL CONSTRUCTION NOTESof merlea r - PROPERTY LINE 1. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING CONSTRUCTION. •� - CURB LINE I 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO -STRIPING ( ATM Kiosk CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. " THE LOCATIONS, DEPTH, AND DESCRIPTION OF EXISTING UTILITIES SHOWN WERE COMPILED FROM AVAILABLE - BUILDING FACE q e ,, °' RECORDS AND/OR SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE A Greenway Shops . . - � CO LE 236, - MINOR CONTOURS SS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA. OREGON LAW ; a SW Scholls Fe Road �� l ., REQUIRES THAT THE RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER BE FOLLOWED. THOSE RULES ARE 235 - MAJOR CONTOURS ` �� --- rr SET FORTH IN OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER OR ACCESSING VIA INTERNET AT WWW.STATE.OR.US/GOVERNME.HTM CALL BEFORE YOU DIG - PORTLAND METRO AREA -ASPHALT SURFACE 503-246-6699. \ \\I\ ° ° �' Tigard, OR 97223 223 d ° -CONCRETE SURFACE "� 04. ° ' ATM KIOSK LOCATION I 3. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM ® ° ilmair............„„...____ DURING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED UTILITIES USING 4 MATERIALS AND METHODS APPROVED BY THE UTILITY OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED PROPOSED LEGEND ° ° 4 �# G WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY PROVIDER. 4 , A i _ 4. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL, AND OTHER MATERIAL IN - SAWCUT LINE 4 4 THE ROADWAY AND WHERE INDICATED ON THE PLANS. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO 4 , # a -CURB LINE J ' , , , , , ; , �/"7 , -1-e d MEET ALL APPLICABLE REGULATIONS. �+ ° 23€' - MINOR CONTOURS 4 I 4 ' ai • torer . 5. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES. UPON I 1` a 4 COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT "REDLINE DRAWINGS" TO PROJECT ENGINEER 235 - MAJOR CONTOURS a FOR PREPARATION OF RECORD DRAWINGS. "REDLINE DRAWINGS" DOCUMENT ALL DEVIATIONS AND REVISIONS TO I ,� .� I THE APPROVED PLANS; THEY ALSO RECORD A DESCRIPTION OF CONSTRUCTION MATERIALS ACTUALLY USED (PIPEIN - PROPOSED ATM KIOSK �d MATERIAL, ETC.). FROM THE INFORMATION CONTAINED FROM THESE REDLINE DRAWINGS, AS WELL AS ANY NOTES if le 2RECORDED BY THE PROJECT ENGINEER, THE PROJECT ENGINEER SHALL PREPARE AND SUBMIT RECORD DRAWINGS - PROPOSED ADA ROUTE - 1 2101 Webster Street (ON 4 MIL MYLAR). RECORD DRAWINGS ARE REQUIRED FOR ANY PUBLIC IMPROVEMENTS, AS WELL AS FOR ANY Suite 2000 (PUBLIC OR PRIVATE) STORM WATER QUANTITY OR QUALITY CONTROL FACILITY. CITY ACCEPTANCE OF ANY PUBLIC " �' Oakland, CA 94612 IMPROVEMENTS ARE TIED TO THE SUBMITTAL OF THESE RECORD DRAWINGS. CAD GENERATED PLANS SHALL ALSO ha4 . - PROPOSED CONCRETE SURFACE a Telephone 510.625.7400 HAVE ELECTRONIC RECORD DRAWINGS SUBMITTED TO THE CITY IN COMPLIANCE WITH THE DIGITAL MAPPING . ' �' Facsimile 510.625.7499 REQUIREMENTS. #41'' 6. CONTRACTOR SHALL ERECT AND MAINTAIN TRAFFIC CONTROL PER THE "MANUAL ON UNIFORM TRAFFIC CONTROLa. -_- "- DEVICES", PART VI, CONSTRUCTION AND MAINTENANCE, AS ADOPTED AND MODIFIED BY ODOT. SHOULD WORK BE IN CONSTRUCTION NOTES 4 4 4 ,' j : EXISTING BUILDING AN EXISTING PUBLIC RIGHT OF WAY THAT ARE OPEN TO TRAFFIC, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE APPROPRIATE CITY, COUNTY, STATE, AND PORT PERSONNEL FOR APPROVAL. APPROVALS 1 CONSTRUCT ADA RAMP IN EXISTING LANDSCAPE ISLAND. REFER TO � a �; 12160 SW SCROLLS FERRY RD. SHALL BE OBTAINED PRIOR TO START OF WORK. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO DETAIL ON THIS SHEET. "►4 4 TIGARD, OR COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDING SUCH INCIDENTALS AS Ca1 ►7� MAY BE NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS, APPLICABLE AGENCY 2 SAWCUT EXISTING CONCRETE SIDEWALK. 4.�° °4 © a� 1 11;:j11-74) REQUIREMENTS AND OTHER WORK AS NECESSARY TO PROVIDE A COMPLETE PROJECT. � -� -- - - I - 3 INSTALL NEW CONCRETE SIDEWALK WITH ADA COMPLIANT PATH. Shaping the Future - ' 7. THERE SHALL BE NO ALTERATION OR VARIANCE FROM THE APPROVED PLANS UNLESS APPROVED BY CITY AND SEE SHEET C3.0 FOR GRADING OF NEW PATH. REFER TO STANDARD 's ;•••• PORTLAND ENGINEER. THE MINIMUM SUBMITTAL REQUIREMENTS FOR PLAN REVISIONS ARE AS FOLLOWS; PLAN REVISIONS SIDEWALK DETAIL ON THIS SHEET FOR CONCRETE THICKNESS. 13 r SHALL BE SUBMITTED ON AN 8 1/2" X 11" SHEET (MINIMUM), PLAN REVISION SHALL BE WET STAMPED AND SIGNED BY 5415 SW WESTGATE DR,STE 100,PORTLAND,OR 97221 PROJECT ENGINEER, ANY REQUIRED ENGINEERING CALCULATIONS, OR OTHER AGENCY APPROVALS, SHALL BE 4 CONSTRUCT CORNER INLINE ADA RAMP. REFER TO DETAIL ON THIS1, i 4 TEL:(503)419-2500 FAX:(503)419-2600 _ ---... ... www.cardno.cam INCLUDED WITH THE SUBMITTAL REVISION. UPON APPROVAL OF THE SUBMITTED REVISIONS, THE CITY ENGINEER SHEET. vOA� SHALL AFFIX AN APPROVED STAMP TO THE REVISED PLAN SKETCH AND THE PLAN SHALL BE RETURNED TO THE `i 4 ° 26,0'HANDRAIL PROJECT ENGINEER. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER TO DISTRIBUTE THE APPROVED PLAN 5 INSTALL STANDARD CURB. SEE GRADING PLAN ON SHEET C3.0 AND 11. I _-- FI DIMENSION REVISION TO ALL PARTIES TO WHOM THE ORIGINAL APPROVED PLANS WERE ISSUED. ALL APPROVED REVISION ADA RAMP DETAILS ON THIS SHEET FOR MORE INFORMATION. SEE 1 d - I I SHALL BE AFFIXED TO THE CONSTRUCTION FIELD PRINTS (ALSO KNOWN AS THE CONTRACTOR'S "REDLINE STANDARD CURB DETAIL ON THIS SHEET. .° : ° ( DRAWINGS"}. 6 SAWCUT EXISTING ASPHALT. REMOVE AND REPLACE WITHI m CONCRETE SIDEWALK TO MATCH INTO EXISTING ASPHALT. REFER � P ° I. 8. CONTRACTOR SHALL PROVIDE EFFECTIVE EROSION PROTECTION TO INCLUDE, BUT NOT LIMIT TO, GRADING, • • �/ /4/ - ' I ., ., , ., , / / / / / ," (/ ' ': 237`- )' } w TO GRADING PLAN ON SHEET C3.0. 4 :17:144:460,,,.0 : ° Jt.� ° DITCHING, HAY BALES, SILT FENCING, AND SEDIMENT BARRIERS TO MINIMIZE EROSION AND IMPACT TO ADJACENT -4 4., • 4 4- 4 a . � © ° N: � � FOR LOCATION. SEE 4 4 a �.. `° Q PROPERTY. SEE EROSION AND SEDIMENT CONTROL NOTES AND PLAN. 7 INSTALL HANDRAIL ON RAMP. SEE PLANN �- . � Td1HANDRAIL D1=TAIL ON THIS SHEET. - f -o ':�V 62, i . I I- 9. OPEN TRENCHES SHALL BE STRICTLY LIMITED TO A MAXIMUM OF 100 LINEAR FEET WITHIN STREET RIGHT-OF-WAY ' �� 1111 L \ 0 (f)4UNLESS LIMITED TOA LESSER AMOUNT BY PERMIT. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT. 8 REPLACE 6 CONCRETE PANELS WITH 3'ADA COMPLIANT PATH PER �' �;, il_ / . . /7- ..� : eO i3t ,,,, , ,�� N GRADING PLAN ON SHEET C3.0. - 10. CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. , 9 PROTECT IN PLACE EXISTING GAS METER 9 6 3 11. ANY PAVEMENT DISTORTION CAUSED BY THE CONSTRUCTION OPERATIONS SHALL BE TEMPORARILY REPAIRED SAME " 10 MATCH NEW PATH INTO EXISTING SIDEWALK. ® ° . 's ' , \ \\:: : '' -- 8 DAY OF OCCURRENCE (OR IN A TIME PERIOD AGREED TO WITH THE CITY INSPECTOR), USING COLD OR HOT AC MIX. a = OWNER/CONTRACTOR SHALL BE REQUIRED TO MAINTAIN REPAIRED AREAS UNTIL CITY FINAL ACCEPTANCE IS ° " 11 INSTALL CURB. CURB IS FLUSH AT WEST SIDE AND TRANSITIONS TO GRANTED. 6" EXPOSURE AT RAMP PER GRADING PLAN ON SHEET C3.0. 12. IF GROUND WATER SPRINGS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY �`'. 12 REPLACE 5 CONCRETE PANELS WITH 3' ADA COMPLIANT PATH PER CONTACT THE PROJECT ENGINEER. THE PROJECT ENGINEER SHALL DIRECT THE CONTRACTOR TO TAKE MEASURES ° 4: ` GRADING PLAN ON SHEET C3.0. \__) . TRENCHES AND THE NATURAL FLOW PATH OF L� i • . TO ENSURE THAT WATER IS NOT CONVEYED THROUGH THE UTILITY THE SPRING IS ALTERED AS LITTLE AS PRACTICABLE. THE PROJECT ENGINEER SHALL SUBMIT A REPORT 13 REPLACE 1 CONCRETE PANEL WITH 3' ADA COMPLIANT PATH PER :¢ Q Issue Date&Issue Description By Check SUMMARIZING THE FINDING TO THE CITY. IMPACTS AND MITIGATION SHALL BE ADDRESSED FOR THE CITY APPROVAL. - GRADING PLAN ON SHEET C3.0. 01 Date&Issu � ri t' IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE THE 016 START OF WORK. 14 REPLACE EXISTING ADA RAMP WITH NEW 6' ADA RAMP WITH PIM r - DETECTABLE WARNING STRIP AND ADA COMPLIANT LANDING AT THE '� � �"" Issue for Review 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS TOP OF RAMP PER GRADING PLAN ON SHEET C3.0. i . . . . . . ... _'-- - - ' -' - - - AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED TO THE PROJECT ENGINEER FOR CLARIFICATION OR CORRECTION. ANY INSPECTION BY THE CITY, COUNTY, STATE, ENGINEER SHALL NOT IN ANY WAY RELIEVE THE FEDERAL AGENCY, PORT OF PORTLAND, OR PROJECTG I CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLE CODES, REGULATIONS, CITY STANDARDS AND PROJECT CONTRACT DOCUMENTS. 14. PROJECT PLANS SHALL ALWAYS HAVE AN ENGINEER OF RECORD PERFORMING THE FUNCTION OF PROJECT ENGINEER. IF THE PROJECT ENGINEER IS CHANGED DURING THE COURSE OF THE WORK, THE CITY SHALL BE NOTIFIED IN WRITING AND THE WORK SHALL BE STOPPED UNTIL REPLACEMENT ENGINEER HAS AGREED TO ACCEPT A THE RESPONSIBILITY OF THE PROJECT ENGINEER. THE NEW PROJECT ENGINEER SHALL PROVIDE WRITTEN NOTICE PROPOSED FLUSH CURB OF ACCEPTING PROJECT RESPONSIBILITY TO THE CITY WITHIN 72 HOURS OF ACCEPTING THE POSITION AS PROJECT _ 6 --\__ ENGINEER. 36"WIDE TRUNCATED DOME 1/8" SLOPE TO FRONT PROPOSED 6"CURB DETECTABLE WARNING ACROSS 1" R Z,7- 112" R 15. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT ARE DISTURBED DUE TO THE WIDTH OF THE PATH CONSTRUCTION. EXCAVATORS MUST COMPLY WITH THE PROVISIONS OF ORA 757.541 THRU 757.571. = 5' CURB TRANSITION 2" OF 314"-0 4 EXISTING 6"CURB v v u 2% ROCK O • O , PAVEMENT 4. e ° )11: ';>/\,7/ i\//\� SEE NOTE 5 3g l� !� •���t����! �/�/\��\��\�/\\��\/\\ COMPACTED SUBGRADE STANDARD SIDEWALK irteamWIA4t 0 .\,,,,,/x1�/ /�/�/� ♦ REFER TO DETAIL ON THIS SHEET • ='1:.').li 0 t. -t ( NOTES: I 1• •i _'� 414 i 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH \ " • .�•'f ` 441. OF 4000 P.S.I. AT 28 DAYS, SLUMP RANGE OF 1-112 TO 3". \ BASE COURSE 8 3/4" 2. PANELS TO BE 5 FEET LONG. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY �` STANDARD CURB 3 318" APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT EXISTING 6"CURB -/ -. F SPACING NOT TO EXCEED 45 FEET. A 5.0' NOT TO SCALE �� I TFCo CAST ALUMINUM 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE i•` . • r SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL NOTES: ``- BASE FLANGE #ABF BEA TROWELED JOINT WITH A MIN. 112 INCH RADIUS. 1. CONCFETE TO HAVE A BREAKING STRENGTH OF 4000 PSI AFTER 28 `ie WITH (2) 1/2 S.S. HHMB VERTICAL CURB. DAYS. `� WITH NUT AND WASHER (10 'b._ Y� 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES. EXISTING ASPHALT 2. EXPANSION JOINTS. • 2718" ,, - > \� 1- / A. TO BE PROVIDED: r 6. FINISH WITH BROOM AND EDGE ALL JOINTS. 0.5' �/ 1) AT EACH POINT OF TANGENCY OF THE CURB. 15116" I ` / _ r . �: / / �,,��_ ` Q..�` ��--fit--� 2) AT EACH COLD JOINT. 3) AT EACH SIDE OF INLET STRUCTURES. 1/ r STANDARD SIDEWALK DETAIL %7/:>/::\.\);((:\ \`\/ // //'/\('''? %/�/`\�/��"��J/c 3) AT EACH END OF DRIVEWAYS. 5eal15ignature I \�\�\�// .\\��1\\ \��\�� 4) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. NOT TO SCALE ,f/ /�f SUBGRADE MATERIAL B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON \���`��� EXTRUDING, WITH A THICKNESS OF 1/2 INCH. '`F-���PR�����Sj I L 3. CONTRACTION JOINTS. �c ��Gi ''`� i5 HANDRAIL BASE STANDARD SIDEWALK A. SPACING TO BE NOT MORE THAN 15 FEET. 7862 �` �� REFER TO DETAIL ON THIS SHEETSIJ 16.- ._7 FLANGE DETAIL B. THE DEPTH OF THE JOINT SHALL BEAT LEAST 1-1/2 INCHES Digital Signature 5�C710lV A A 4. BASE ROCK TO BE 4" OF COMPACTED 314"-0". 13.5,.•.1..\.! 51 '11 NOT TO SCALE HANDRAIL PIPE CONNECTION WEST A.D.A. RAMP LANDSCAPE ISLAND DETAIL :10: a92DETAILS NOT TO SCALE 9THEW C .\�� NOT TO SCALE 1 1/2" SCH.40 ALUMINUM PIPE - ALUM. PIPE CAP #TC-1 I Project Name EXPIRE 12/31/2016 6'-0" UPPER MAX '- OR #TC-2 RETURN .a Bank of America ATM Kiosk 3- LOWER -5/16" M. SPRING LOCK WASHER (S.S.) 5.0` CO 1 /or RETURN .i RIVET NUT ,� O IProject Number Al 1/4" ROUND HEAD MACHINE SCREW (S.S.) • II i JO a d Prototype pe La C-1 -�1 7 H.I+,..+ 111111;�I a SCALE: 1"=20' Prototype Layout - T - 5/16" SOCKET HEAD �'�°oo°n°o°o°o°o°o'. d c 20 10 0 20 Description 2°/°MAX i 12 MAX 1' I I CAP SCREW (S.S.) a°°000000000000Qo, 0.0 SITE PLAN 1'-0fE ~� 2%MAXI I POST - HI-COLLAR SPRING LOCK WASHER (S.S.) 0000 0, 0000 •. i I Q I I NOTES: Sca-le LL -- CAST ALUM. RAIL SUPPORT #ASF-2 0 1. RAMP TO BE 1:12 SLOPE MAX. ` 1 20 6.2' 26.0' 4' c<tli o - CAST ALUM. POST ADAPTER #ASF-1 EAST CORNER INLINE A.D.A. RAMP DETAIL OREGON UTILITY 2. RAMPS TO BE CONSTRUCTED NOTIFICATION CENTER NOT TO SCALE SEPARATELY FROM SIDEWALK, AND I ISOLATED BY EXPANSION JOINT 1.800.332.2344 �j 2 • 0 '� HANDRAIL PROFILE HANDRAIL PIPE CONNECTION MATERIAL. n ti� 3. PROVIDE 36" WIDE TRUNCATED l � VIEW DETAILS SI • DOME DETECTABLE WARNING ePPORE 0 NOT TO SCALE NOT TO SCALE ACROSS THE WIDTH OF PATH. ©2016 Gensler 1 Bankof A EXISTING LEGEND �, J\.'JJ\4 tos° _ I (1.2/°) / - PROPERTY LINE k G (236.30) tip (236.34) (236.84) -CURB LINE 1 - STRIPING Greenway Shops )4 1 3.5% , - `� , , , , , - BUILDING FACE (236.13) (2.0%) (236.19) / I S VV Scholls Ferry Road I 1 236 - MINOR CONTOURS �� ' .,4 1 _ Tigard, OR 97223 (R235.64) o • 236.02 d d/ (236.81) 235 - MAJOR CONTOURS •'., ' . a- r- .. I I y0/o , - • 4.4% / 5.U"/° -ASPHALT SURFACE ,*•[1 ,. \\\ I235.96. a • h .q I . . a i - CONCRETE SURFACE '. R ,- • .'":7-..' I . . 1 i I\ (236.84) EXISTING SPOT GRADE _ (:2°41) o 2.0/o �.-- 4 �, Q a (0�%} EXISTING SLOPE ..; a ••• °) (236.36} ; (236.88) TC:236.06) - EXISTING TOP OF CURB ELEVATION `''.�'� liw" la (236.43) r 7 I (236.21) .(236.27) { 1 / (BC:235.56) - EXISTING BOTTOM OF CURB ELEVATION - aI - 1 .- R235.64) , ,�. .,-... la I' o ( - EXISTING RIM ELEVATION :, 1 i < 4 - .rf / I�.- ,°.A- SEE NORTH ADA PATH GRADING 2101 Webster Street 4 DETAIL ON THIS SHEET I Suite 2000 I PROPOSED LEGEND Oakland, CA 94612 ►4t. ` a - Telephone 510.625.7400 ' "a M �' •+ :` - -- --�-- ele�er Facsimile 510.625.7499 1 -SAWCUT LINE I - e ; • m_. ! < 4 4 �, (236.38) / ' - CURB LINE � . .► - : EXISTING BUILDING Via,--- _1=___ 040' ,.,...:L.H.„_,., sir . 23C - MINOR CONTOURS : °• ' I 12160 SW SCHOLLS FERRY RD. / ' .1 TIGARD, OR I 235 - MAJOR CONTOURS �� • S. / r-, J�, ' SEE RAMP GRADING DETAIL ON THIS SHEET. PROPOSED ATM KIOSK I + � • (0.9%) MN (or, cardno {U.6%) �- SEE SOUTH ADA PATH GRADING I -„ u.„�„„� I W 4'441 1 . - PROPOSED ADA ROUTE DETAIL ON THIS SHEET Iw®v� ,, ''0 Q Shaping the Future .1- 4 W I • 11 ,.. :, _ . rrrf l ii r_ mi r_ a ► • . . ^ - ' 4 1 - CO PORTLAND 1". . - PROPOSED CONCRETE SURFACE ' ► . a ..I{ . " p, � ,, • A v � 5415 SW WESTGATE DR,STE 100,PORTLAND,OR 97221 I F f '6 < ds �', A - A. - E - ye • .� �..i t•', i -- - y� , " � (235.50) 1.5% 4 (236.47} _ . ....9 l ��. - . { ) ;44177- , , _ ,., / TEL (503)419-2500 FAX (503)419-2600 NT- . - 71ff --,„{ � 236.02 - PROPOSED SPOT GRADE I/ �• � �-. ,�_, -r ..: �will 4•;AWAY. 4. lir lei, * ,_,,„--•• i \ it �,. www.cardno.com I q f a 1.2/°: I 3.5% - PROPOSED SLOPE \`_ �t '14P =s ; ` ) 2-1-1A. .('0‘790:4"1.) --� (236.38) �7 _ (236.42) \ TC:236.42 - PROPOSED TOP OF CURB ELEVATION211 63:235.92 - PROPOSED BOTTOM OF CURB ELEVATION ..r_ �� � 1 ....= i ii SCALE: 1"=10' - SOUTH ADA PATH GRADING 20 10 0 20 1 %' • H ' SCALE: 1"=40' PROPOSED ADA PATH limmmismni 20 10 0 20 Q Issue Date&Issue Description By Check 21 41 • O 01 05/06/2016 Issue for PIM Review i / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /. 41 a GRADING AND EROSION CONTROL CONSTRUCTION NOTES 4 rl 4 4 4 - 1. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF 4i (236.68) <? (1.9%) (3629) 4 `l (236.70) 236.62 a (236.60) (236.67) TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND T I © REDUCES RUN-OFF VELOCITY. 236.34 -T. - -. T R .: \ (0 8%). - a10:44A 4,..g. 2. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA ( ) 1) (236.64)- I' "� - �r 1,8/0 236.36 -- c� ° SEEDING WITH APPROVED MIX AND APPLICATION RATE. ° I (236.61) (236.5 ' (236.24) a *-f(236.51) (2316.58) -(236.54)K (236.52} (236.59) (236.67} I 236.59 • 0 � � fl ,: o �: �- �" - � - o o � o � - � /\� �757 � .a 3 MULCHING, WOOD CHIPS, lO OTHOER APPROVED MEASURES.DE. COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW G - c o o c ` ,^'4 c c c 1.4/o - o 0 0 o 236.34 ' d-. �,,, ,� a� I , � N ,. � a .o .�� o o ... �v � � o I • 4 a. T r o rd • r a `� I (236.64) l j (TC:236.67} BC223�2 4. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" 236.52 X236.65 a a I (236.54) I °� 236.545 a I (236.66) (236.69) ` - (63:236.34) { 5) d I 236.49 dI 7 236.46 (TC:236.54) AROOpD STOCKPILES SHALL BE OF THE STOCKPILE.OCOVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED . a I (236.63) I a I (TC:236.73) 4 (TC:236.37) _ (BC:236.29) -1 (BC:236.43) co P 2 5 - - - - - - e (BC 236 36} EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION 236.72 (236.69 7R236.31 (TC:236.42} Iv� ( ) ) (236.70) (236.89) JV\if ' {�i� CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES �` (63:236.41) EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. A 6. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A SCALE: 1"=10' FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. SOUTH ADA PATH GRADING r ` 7. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE 20 10 0 20 DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, - AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. .,_______,1! I 8. TO STORM PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED NED AS NEEDED. 9. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. i .....a.._ . ..,-.-....rv_....__,.,,,_._.........�... .__- °� I • 10. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS I=OTC ATION THAT DOES NOT PROVIDE I RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASAREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS i MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT 1 I -‘i REACHES 50% OF THE CAPACITY. 0 M \:-'0o m.__ r 1 11. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. r TC:234.58 SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. TC:236.34 I SeallSignature ( ) TC:236.79 TC:236.70' ` BC:234.08 (63:235.84) (TC:236.41) ` 12. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 63:236.29-- / 63:236.20 i TC:23�:.46 F�Ef)P R OF,c- • „. (235.87) o --;-• 36.41) 2 _-- j SUCH AS CHECK DAM ERM AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE �.:.,.... , -( 8/o ,_ _._ / . (63:233.96) c�� -/t TC:236.30 \44: , 1• ° ) - I o 234.00 W 13. USE BMPS SU CHECK-DAMS, BERMS, A - ��� �NG4(� 15 O + \-4-7-' \ cD .3.0%3 .5% co N 8A% N r 2.0/o ( ). > POINTS. 7862819c.)-2k1 6. a 7 63:236.28 0 ,p‘,.(51 ' .. 1 `r' o ��_ _.. Q Digital Signature �� � � ,�Iu VI � -� � �. �m5,=� � . .N \ �. .- N� o (234 06) � g �, N (236.39) o . 0 - COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO 13:54:02 (236.63) (236.37) ' ' 2` _ _ - (TC:234.06) 14. ,�io TC:235.9 236.16 234.08 g BC:234.04 ~ PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. ✓ OREG J11 41 % /. r, ' / (BC:235.92) TC:236.28 ( ) og v� f' \;r a -'2.5%° •°o 235.96 (TC:236.44) (BC:236.28) (TC:236.48 t 9 4 S • "\ .a �....::..-.... .-_._.- '� 236.22 236.25 (63:235.98) r (63:234.40) {V 236.57 . 236.31 • a,. � {63:235.94) - 236.18 (TC:236.74) y r EXPIRES: 12/31/2016 236.47 / Q , ' (TC:236.43) (63:236.24) ; • :l: GV _.• (236.03) (BC:236.03) Project Name (236.29) / TC:236.71 O 11 ) Bank of America 63:236.21 ATM Kiosk Project Number �� OREGON UTILITY \ NOTIFICATION CENTER 1fP 33Prototype Layout 1-800-332-2344 try 1` �9 Description cb �� ` I �l 0� GRADING PLAN Ga %, 'FORE 1 Q . / I Scale SCALE: 1"=10' SEE PLAN RAMP GRADING 20 10 0 20 C3 . 0 ©2016 Gensler