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Plans (3) S 1T20 19-00016 OFFICE COPY OFFICE COPS' GENERAL SITE NOTES: RECEIVED COVER SHEET ENGINEER 4 P' BARGHAUSEN CONSULTING ENGINEERS, INC. �_'''�`' JUN 17 2019 Ap 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE - i -,` 18215 72ND AVE. SOUTH T1t" GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION FOR KENT, WA 98032 CITY OF TIGARD OPERATIONS. _ �. _ PHONE: (425) 251-6222 CSC OF TIGARD BUILDING DIVISION MCDONALD'S RESTAURANT FAX: {42S} ENSEN P.E. DFORICODECOMPLIANCE 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED „ , CONTACT: CHRIS J251-8 P. � B 1,, EMAIL: CJENSEN®BARGHAUSEN.COM Sh =1A g rvpe3 6 Q I,A4S PRIOR TO COMMENCING WORK. -20 rpd 0 10 20 40 SECTION 34, TOWNSHIP 1 SOUTH , RANGE 1 WEST , W.M. OTC: ir 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION L� ��� ARCHITECT I `r ' kR g `' Z CC AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON CITY OF TIGARD, WASHINGTON COUNTY, OREGON FREiHEIT ARCHITECTURE Address; ,iLait Coif Q THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. 929 108TH AVE NE, SUITE 210 ' ' a �� C'7 ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND BELLEVUE, WA 98004 , -, E Suite #: ". - D CC " SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. PHONE: (425) 827-2100 By: Date: - a C- ti Q CV EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE CONTACT: JAMIE TRENDA ,:; W 1- LI- N SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS EMAIL: JTRENDA®FREIHEITATCH.COM = rr O) SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN - W J CC CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR ERRv RD. J 0 SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL SW SCHOLLS F O PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. > Q = Q O J CC 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND U 0 < SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION I TIGARD,OREGON Z CO C� OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S f - ' �- I _ - -._ a 0 RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO _ --- OD e r. ti VICINITY MAP � - N.T.S. 0 co THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT -- - ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE -- ! - ! U CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND - _- .- - _-%: IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. - - -"\ ! ! . -- - . -- _ - M m CV ~- ~ SURVEY NOTES: . - , r �' \\\\\ r-- `- ; i ..' 1. BOUNDARY ANU BASIS OF BEARINGS FOR THIS SURVEY ARE PER PARTITION PLAT y 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES / 1 ' - NUMBER 1993-057 WASHINGTON COUNTY PLAT RECORDS. o INVOLVED PRIOR TO CONSTRUCTION. III . . 1I\ 0 • , , . . / i 1 = 1 2. ELEVATIONS BASED ON WASHINGTON COUNTY BENCHMARK STATION ANTON, ELEVATION 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE 1 +Fr, ) ' i``it I fl OF PRIVATE FA I FACILITIES WILLBE ACCOMPLISHED 1' N / € GOVERNING JURISDICTION. INSPECTION C L ES I , r r 213.92 (NGVD 29), A 5/8" IRON ROD WITH A ALUMINUM CAP IN A MONUMENT BOX z BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S _ > , • I LOCATED AT THE INTERSECTION OF SW ANTON DRIVE AND SW DAKOTA STREET NEAR RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING THE CENTERLINE INTERSECTION. IT SHOULD BE NOTED THAT THIS BENCH MARK MAY ALL CONSTRUCTION. t" -r_ ', `, I BE DISTURBED, AS PAVING HAS OCCURRED RECENTLY AND NO INFORMATION ON THE I a ;' / ', I RESTORATION OR PRESERVATION OF THE IRON ROD EXISTS AS OF THIS DATE. 7r 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL ' t5 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY C) CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY I' �' I INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT 00 REQUIRED PRE-CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK SPECIAL NOTES "' • 1 THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, w 0) MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF 1. SITE PLAN HAS BEEN PROVIDED BY FREIHEIT ARCHITECTURE. BARGHAUSEN HAS q • T_ I EITHER IN-SERVICE OR ABANDONED. ALL UNDERGROUND UTILITY LINES MUST BE PRE-CONSTRUCTION MEETINGS. NOT VERIFIED THE SITE PLAN FOR ACCURACY OR COMPLETENESS. i * II VERIFIED PRIOR TO CONSTRUCTION. - Q I W II 4. THIS MAP AND SURVEY IT IS BASED ON ARE REPRESENTATIVE OF THE CONDITIONS z 8. THE CONTRACTOR 15 RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY 2. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO I II I FOUND ON THE GROUND ON DECEMBER 10, 2018, THE DATE THE FIELD WORK WAS U O WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING CONSTRUCTION TO ENSURE THAT UTILITY CONFLICTS DO NOT EXIST. i • t i Co JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS I _" ; COMPLETED. W W RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE 3. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD ;, - 1 t I N AND WASHINGTON COUNTY REQUIREMENTS. .3 U ";�;" T 5. THE MAIN WATER LINE AND THE SERVICE LATERAL TO THE BUILDING COULD NOT BE = < INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT • • . I / HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. '� •a + DETERMINED. NO FIELD LOCATES WERE PROVIDED AS REQUESTED BY TICKET NO. = W N / CO 4. CONTRACTOR TO REPLACE EXISTING LANDSCAPING IN-KIND AS REQUIRED, OR � `� �' 1$311907 FROM THE OREGON UTILITY NOTIFICATION CENTER. THE WATER SERVICE U J 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, AS DIRECTED BY OWNER OR SITE IMPROVEMENT PLANS BY OTHERS. I `.. . F LINE IS LIKELY TO CONNECT TO THE 12" MAIN LINE IN SW SCHOLLS FERRY ROAD E I- '": :. -:'1.--:•: [...., NEAR THE EXISTING WATER METER AT THE NE CORNER QF THE SUBJECT TRACT. Q O WSAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS 5. CONTRACTOR TO OBTAIN ANY NECESSARY RIGHT OF WAY PERMITS IF REQUIRED • 2 . I THE SEWER SERVICE APPEARS TO BE NEAR THE SOUTHWEST CORNER OF THE m to TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT FOR WORK SHOWN ON PLANS. j �� II BUILDING FROM A SERVICE LINE NEAR THE SOUTHWEST CORNER OF THE LOT. N PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE • ` 11 1 I• j 07 -- CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT 6. �QNTRACTOR TO VERIFY SCOPE OF WORK AN�fMITS OF DEMOLITION WITH _� II 6. THE ELECTRIC SERVICE LINE FROM THE POWER TRANSFORMER TO THE BUILDING I N CDCD NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OFOWNER AND/OR ARCHITECT PRIOR TO CONSTRUCTION TO CONFIRM EXTENTS OF ® •. : i II I COULD NOT BE ACCURATELY DETERMINED. W a7 N TRAFFIC AFFECTED. IT DISTURBANCE, I - . '.;i ��• + Il - 7. THE "XISTING STORM DRAIN GUTTERS AT THE BUILDING FLOW INTO AN 1 W 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ;- L_ i-1- ' -.. / UNDERGROUND SYSTEM. THE SIZE AND OUTFALL LOCATIONS COULD NOT BE (- ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE I • i DETERMINED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY • 0 SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA SITE INFORMATION I -~Z1$ D �� "® : 4. I 8. THERE 15 A TOTAL OF 63 ONSITE PARKING STALLS, WHICH INCLUDE 4 HANDICAP WHETHER SHOWN OR NOT SHOWN ON THE PLANS. e^� ', y` 1 I PARKING STALLS. L EXISTING ON-SITE SURFACE AREAS " ` P T THE IT WHENEVER SITE AREA: 55,344 SF (1.27 AC) I I „, .. •"•. [j 9. THE SIZE OF THE MAIN STORM DRAIN PIPE COULD NOT BE VERIFIED DUE TO /11. TWO (2) COPIES OF THESE APPROVED PLANS MUS BE ON E JOB SITE /-µW %._ r.: ".,. TOTAL IMPERVIOUS: 47,329 SF 1 09 AC) I / +� ;� DEBRIS IN THE BASINS. CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS-BUILT ( I ��ED PRoPE. INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT PERVIOUS/LANDSCAPE AREA: 8,015 SF (0.18 AC) ---------- < .- S COMPLETION OF PROJECT. • ' lO.THE SANITARY SERVICE LINE TO THE BUILDING COULD NOT BE ACCURATELY V �G 1 ! `EF. /: DETERMINED- ,03�� PROPOSED ON-SITE SURFACE AREAS I r : n +' 12- CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE SITE AREA: 55,344 SF (1.27 AC) _ 6 - '" J 1 1.THE OWNER OF PARCEL 1 OF PARTITION PLAT NUMBER 1993-057, GRANTEE OF HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS- STAKING CONTROL SHALL BE TOTAL IMPERVIOUS: 47,414 SF (1.09 AC) 2 0 • ' =:. I a j :4 •g� . Ii THE SIGN EASEMENT, IS RESPONSIBLE FOR MAINTENANCE. C'�'CGUN TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING PERVIOUS/LANDSCAPE AREA: 7,930 SF (0.18 AC) 0 --" $ %" i, lig ENGINEERS, INC. R] .. '� 0 12.THE EXTERIOR OF THE BUILDING HAS VARYING FACADES THAT OVERLAP IN AREAS c R, 14 2-` �� NET IMPERVIOUS SURFACES: +85 SF ° WHICH MAKES LOCATING THE CONCRETE FOUNDATION VERY DIFFICULT. THE OUTSIDE 19 / R JE ' TI ENGINEERS, I PRIOR NET PERVIOUS SURFACES: -85 SF !j • ".. ; ;k METAL TRIM AND OR THE BRICK FACADE WAS LOCATED AS SHOWN AND REFLECTS 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENG NEE S, NC , . 1 TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION Pn :.:.'4 '.`.1 I AN ACCURATE DEPICTION OF THE BUILDING LOCATION. EXPIRES: 6-30-19 PLANSET SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT NEW REPLACED IMPERVIOUS SURFACES: 6,737 SF / I RELEASE OR S EC C ELE SE g i • ., f. DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN I 13.THIS EASEMENT IS AN EXTENSION OF THE EXISTING RECIPROCAL INGRESS-EGRESS _ 4 INC. BARGHAUSEN CONSULTING ENGINEERS INC. HAS I m ' �' AND UTILITY EASEMENT RECORDED IN DOCUMENT NUMBER 90-17853 AND ° o CONSULTING ENGINEERS, NC. UNLESS c: - :" .., %/ 6 - • GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. SHEET INDEX 4 • ��•° 40 0 :"•..d 1 92-23708. IT SHALL BE MAINTAINED JOINTLY BY THE OWNERS OF PARCELS 1 AND o N N 7‘1: a rn 4� . 2, AND THE ADJACENT OWNERS TO THE SOUTH AND WEST. _ _�' y CIVIL: D I " ~''CD I ' • • I 14.RECORD EASEMENTS ON THIS SURVEY ARE SHOWN PER PARTITION PLAT NO. C1.0 - COVER SHEET I R1 I • :.. '", °." N 1993-057. ANY EASEMENTS RECORDED AFTER 1993 ARE NOT SHOWN ON THIS ,41 ISURVEY. A CURRENTTITLE REPORT WAS NOTPROVIDED. °' C2.0 - DEMOLITION AND EROSION CONTROL PLAN U VEY. R P A I _ a m C3.0 - GRADING AND DRAINAGE PLAN I -- i p I -`•• •- o .a 1 VALIDITY OF PERMIT = c °Y' . " Know what s beIOW. ( i ' • , ;' ^� THE ISSUANCE OF A PERMIT L . a o �.I _ 1 , �• DOCUMENTS OANDROTH RNel I o c� a a ep 1 I . CaII before you dlg. �. . : . ' _ / I ` �� j I DATA SHALL.NOT PREVENT Dial 811 I . .. r . I V E �,�/ r,\\\ ` • • THE CODE OFFICIAL FROM 0 E• - . .�� �." ` :.w" - a:• ; II REQUIRING THE CORRECTION _ V I `. -",�:. r •.• ;..• �,_ OF ERRORS. OSSC 105.4 -- c = In o LEGEND: •.., : .- . • -;: , : •,. ! F z " ` F TIGARD PROPOSED EXISTING I _ ...._ - �+ -.� •s, t ! IPlanning t z [ Approved b o J I il :) `'' • •Y - -, r il' __._._„_,.... I Date: _wi - _ CURB CN d " .. '4 •• _i.5B .. C ASPHALT OVERLAY I I I �" Initials: w C cel L BARRIER CURB CONTOUR I I __________A MONUMENT PRESERVATION NOTE: °a,' r' > o 0_ , ASPHALT I I C Q CO N '�' [ 1' CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM JURISDICTION +•+ N CONCRETE WATER I - ___ m _ NMAY 03 N �p T CONCRETE SIDEWALK I i ♦ - HAVING AUTHORITY FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT.I BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO ORS 209-150. APPLICATIONS tI1 v1 m \IDCOLORED CONCRETE STORM i MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. CO C N SAWCUTD / / UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR m U 00 SANITARY / ; / LID T CONTOUR -----roe----- / / / DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE WATER w GAS APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE o WATER METER POWER RESPONSIBILITY OF THE CONTRACTOR. 3 o FIRE HYDRANT A N J, ASPHALT HORIZONTAL CONTROL NOTE: UTILITY CONFLICT NOTE: SURVEY DISCLAIMER: G v STORM CONCRETE CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH THERE IS NO CURRENT BOUNDARY SURVEY AVAILABLE FOR THIS PROJECT. THE SURVEY s TYPE 2 CATCH BASIN ® AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE PROVIDED IS TOPOGRAPHIC ONLY IN NATURE AND HAS BEEN COMPLETED BY REPPETTO TYPE 1 CATCH BASIN FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. AND ASSOCIATES INC- BARGHAUSEN CONSULTING ENGINEERS INC. DOES NOT WARRANT i THIS SHALL INCLUDE CALLING UTILITY LOCATE c 1-800-332-2344 AND THEN POTHOLING ALL 11 0 � USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL} CONTAINED IN CAD DRAWING FILES THE ACCURACY OR COMPLETENESS OF THE EXISTING INFORMATION SHOWN. IT IS �, COC'7 � 7 • OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY RECOMMENDED THAT A FULL BOUNDARY SURVEY fS COMPLETE TO PROPERLY LOCATE a O o STORM DRAIN CLEANOUT PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTORS C N WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ON-SITE IMPROVEMENTS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE a (0 °1 SANITARY RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., z t 0 0 REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IFN O CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING FOR VERIFYING THE INFORMATION SHOWN AND IF ANY ERRORS OR DISCREPANCIES EXIST, 0 Q LOT LIGHT f� IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. BARGHAUSEN CONSULTING ENGINEERS, INC. SHALL BE NOTIFIED PRIOR TO ANY g CV ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTION. 5 L c.: TESC AND DEMOLITION PLAN ATTENTION: 4 I FOR OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH T MCDONALD'S RESTAURANT IN THE OAR 952-001-0010 THROUGH 952-001-0090. YOU MUST ,{; OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE � r TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER 0 ASECTION 34, TOWNSHIP 1 SOUTH , RANGE 1 WEST W.M. IS (503) 232-1987.1 i Q F- 0 OC w �, CITY OF TIGARD, WASHINGTON COUNTY, OREGON N a 1 _20- 0 10 20, .\\,40 40-CONSTRUCTION NOTES: DEMO Z 1 co \� \\\�\��\�\��\ 1. EXISTING MCDONALD'S RESTAURANT. O Q W KV 2. DEMOLISH SIDEWALK AND DISPOSE OF OFF-SITE. -I CDC� „, CC �, ____7 -., 1 O W CO CONSTRUCTION SEQUENCE 3� \ 3. DEMOLISH CURB AND DISPOSE OF OFF-SITE. CC J O `' '� 4. DEMOLISH EXISTING ASPHALT OR CONCRETE PAVEMENT AND DISPOSE OF W CIS J - = - - (°' OFF-SITE. 1. ATTEND PRE-CONSTRUCTION MEETING. b 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE ..`", / APPROXIMATE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). `-~ --'" INGRESS/EGRESS EASEMENT 'c. 1 PROPERTY LOCATION OF LINE 5 APPROXIMATE SAWCUT LINE. SAWCUT IN A SMOOTH AND CONTINUOUS LINE_ 0 J V lQee�� 3. ORDER UTILITY LOCATES. }� j } ,} CONTRACTOR TO COLLECT AND DISPOSE OF ASPHALT SLURRY OFF-SITE. Z Z C� V 4. FLAG OR FENCE CLEARING LIMITS. 0 _ r._,._ . -, _,.., .._-.. \\ _ - - . , I ,, ------ , . . , �' •�.� - � _ _ r --- ��- ,. 6. PROTECT EXISTING CURBTO REMAIN. a 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). __ _. .__. _-_ . a . / , 0 CO 6. POTHOLE ALL NECESSARY AND SPECIFIED UTILITY CROSSINGS. ' . ,. U 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE CLEAN WATER r • • r'- I __ 7. PROTECT EXISTING ASPHALT OR CONCRETE PAVEMENT TO REMAIN. -6 CO SERVICES EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN ` 6 '` • '' 6 ffi`_ , '�$ W CO MANUAL. ° , ' O �js O , 7 �% . ' '. r 8. REMOVE EXISTING PAINT STRIPE (TYPICAL). CONTRACTOR TO PROTECT 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS ° - .-2,36 \ P 1 -, 1 . © R EXISTING ASPHALT PAVEMENT TO REMAIN. SEE ARCHITECTURAL PLANS FOR ED CV - I ° , LIMITS OF ON-SITE PAVEMENT MARKING REMOVAL/REPLACEMENT, SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ';€ s -' © 8 \ X e , „,---4. , . .:.,,; ,, ACCORDANCE WITH THE CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT ��., © ®� '''S4 • ' • \ 8 I 1 9. REMOVE EXISTING ADA PAINT MARKING. CONTRACTOR TO PROTECT EXISTING ° CONTROL PLANNING AND DESIGN MANUAL. \d .< o e .._ -....__- ,-' ASPHALT PAVEMENT TO REMAIN. SEE ARCHITECTURAL PLANS FOR LIMITS OF W 9. COVER ALL AREAS THAT WILL BE UNWORKED AS REQUIRED OR DIRECTED BY CITY ` I'° �. �, 8 p - l � � "rcl - ON-SITE PAVEMENT MARKING REMOVAL/REPLACEMENT. I. INSPECTOR. c7 n ;. 10 [ z° 10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND ! ;�. - - 9 ` I r BMP'S REMOVED, IF APPROPRIATE_ I z 9 g ` .♦ `` 10. REMOVE EXISTING SIGN AND DISPOSE OFF-SITE. . O'���, `, '';', ', a < 1 I . 0 11. REMOVE EXISTING LANDSCAPE TO FACILITATE PROPOSED IMPROVEMENTS. UTILITY NOTE _ 7 / \ `� $ f o� 1. I �. Q �� ` ;`,�; • ;"5 • IE ' 12. REMOVE EXISTING TREE AND DISPOSE OFF-SITE, d' ALL UNDERGROUND UTILITIES AND SERVICES TO REMAIN UNDISTURBED UNLESS I Q / Q `` ," , , N •, ., ,, ii' Co OTHERWISE SHOWN. ALL CLEANOUTS AND OTHER UTILITIES WITHIN REPLACED �� - - - / ` i 1 13. EXISTING LOT LIGHTING TO REMAIN AND BE PROTECTED. O X ALTS - - , ,��,��� ���, ��„ �,������ ,,,�� ��,,,�,��.,� , ��, „�„ „�,�,� ,�,� ���,��� �„ � , Lim ASPHALT OR CONCRETE TO BE RAISED TO FINISHED GRADE. ALL BOXES, VAULTS, / • • •; "• _ ,� 9 `` W W OD CD VALVE COVERS, ETC. SHALL BE TRAFFIC RATED IF EXPOSED TO VEHICULAR TRAFFIC. E 4 . . • • , A I' • • ,. ' ,• • •• .• • • f • . • ' ' r 14. PROTECT EXISTING WALL D REMAIN CC a NOTE: • .. • ``• . , : • . cn DEMOLITION N c s t ▪ • i. 15. PROTECT EXISTING UTILITIES TO REMAIN. PRIOR TO SAWCUTTING ANY ASPHALT/CONCRETE OR COMMENCING WITH ANY . Q ▪•• - DEMOLITION ACTIVITY, COORDINATE AND VERIFY EXTENT OF DEMOLITION WITH I I._ n •• M'' - Z 20 (71.)i 1 �' ' • 4 ', �, -� 16. PROTECT EXISTING TREE TO REMAIN. U ,. � ARCHITECTURAL SITE IMPROVEMENT PLAN, IT MAY BE NECESSARY TO REMOVE MORE ▪ lliall 15 °J. �f , t j �J ASPHALT CURBING THAN IS SHOWN TO MEET ADA REQUIREMENTS SHOWN ON - = • h 6 / . ° . I. 3. I 17. REMOVE EXISTING BOLLARD AND DISPOSE OFF-SITE. N / _ ® � 16 20 EXISTING / ' , ,E' ' . . V ARCHITECTURAL PLANS. = _:;: . ▪ 1 f �/i MCDONALD'S /' F• `< ° [n AR A R I AT ITH I > ~ • -r•.��-�-�� 0 8 I. i, .1 18. REMOVE EXISTING MCDONALD'S MENU BO D ND CO0 Q N E W PHASING NOTE ` RESTAURANT U * �' .�,: 6,760 SF I;, / • �,, ,., , ic,„ , - OWNER RE-USE OF DISPOSAL OFF-SITE. ct I- J 00 COORDINATE PHASING OF DEMOLITION AND CONSTRUCTION WITH MCDONALD'S. I . .• ° 19. REMOVE EXISTING JUNCTION BOX. CONTRACTOR TO OBTAIN ANY NECESSARY PERMITS FOR WORK LOCATED OFFSITE OR I I I, - "�• y • ' ' © �' E O W Lo IN RIGHT OR WAY. ; I �•/► _• 1� r r • • ° 'I{ ` 20. PROTECT EXISTING DOWN SPOUT TO REMAIN. E- m CV S T"' `NV _ �-_-. _ �,.. • „ �y� o : ,►6 , 21. PROTECT EXISTING FLAGPOLE TO REMAIN. _ C) CIO " s▪ Y 6 a _ . Q I• : 22. PROTECT EXISTING SANITARY SEWER CLEANOUT TO REMAIN. LU N I'` O s I. Q 9 Ct W - •. O 4 .__ ..__ C. a --_ 8 CO LL r o . , ,„). n ;" , © CONSTRUCTION NOTES: TESC , CO 4100 , I'" . •I• • ' 1. INSTALL AND MAINTAIN TEMPORARY SILT FENCE FOR DURATION OF CONSTRUCTION Cn ` �\ 8 . ', '. • .• ACTIVITIES. PLACEMENT OF SILT FENCE SHALL BE AS SHOWN OR BY CITY INSPECTOR_ SEE , `9, �; "2 0 DETAIL THIS SHEET Q 0 LL Q O ' ,;rs. , ° i° 4! 2. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK OR EQUIVALENT) P ROF \ � i �- --: \ :\ \ \\(6 l,° is ,kf FIELD VERIFY AND CONFIRM LOCATION WITH OWNER. \��� G 95- _ r`Y f s �' ���'�•' ~`~ Ilk \ N---- -- \ 1-i-2-' ..--., - __, a t At - ,-. it \\\ 0 \ 16 ., 3. LIMITS OF DISTURBANCE. W� �", rz,a3R �'� ..... • •s • • . . 7 . , " r , ..,' _, -, y. 4,,. e-. .----..F,--'-a-'-r\. -z r-...ate 7 r 6 r-s r 5'"-.• '._. 4 4 x -.- �`F.,: . ,:- Com. , •,, . < �p G .` :-` `' 6 ,-_ • ';' 1`•• I ' G �.'_, . , • , , ,1 6 -7-t-.47.--r,- •-7"!7•2•-7 ' • `._..".-' '' ' °_ ` . • I' G' .2....-- _` ` . A._.- ..G 4`-p '': 4. CONSTRUCTION STAGING AREA. CONTRACTOR TO USE THIS AREA FOR TEMPORARY �'� " x - •,x�;r IMPROVEMENTS OFFSITE -' STOCKPILE STORAGE AND CONCRETE WASHOUT. CONTRACTOR TO COVER ANY STOCKPILE 0 .;•EGON x - .� c SHALL BE COMPLETED MATERIAL AS REQUIRED. ADJUST SIZE AND LOCATION OF AREA AS NEEDED DURING R, 14 24K' i iC' r`t c `' "`r UNDER SEPARATE R.O.W. PERMIT. CONSTRUCTION. ��',yR/ �F, S R..1F. 5. TEMPORARY 20' CONSTRUCTION GATE (6' HIGH CHAIN LINK OR EQUIVALENT) FIELD VERIFY AND CONFIRM LOCATION WITH OWNER. EXPIRES: 6-3Q-1 R 6. INSTALL TEMPORARY DRAIN INLET PROTECTION. o '.yj ,. ":1;f;1:_ U N CSV .V a I SIDEWALK DEMOLITION NOTE: _ _11 ' Z D # CONTRACTOR SHALL CONFIRM THAT NEW SIDEWALK WITH ACCESSIBLE SLOPES CAN BE } 0 °`v"1' 1r, A,, P','`= CONSTRUCTED WITH LIMITS OF SIDEWALK/CURB DEMOLITION SHOWN. IT MAY BE NECESSARY \ \ TO REMOVE ADDITIONAL SIDEWALK/CURB SUCH THAT NEW SIDEWALK AND RAMPS EXHIBIT a a U DI___. AL is CROSS AND LONGITUDINAL SLOPES THAT ARE WITHIN APPLICABLE THRESHOLDS FOR vto �' """ ACCESSIBILITY. CONTRACTOR SHALL CONFIRM LIMITS OF DEMOLITION WITH OWNER PRIOR TO . > ,' € ,; CONSTRUCTION. Nr-ra w o v ,y= _ PLAN VIEW JI) I II III i I � a 0 0 a 0 *****4 4.41.4444 1-•'d ' OFmow SERM 12- QYERLAP 4Li E • �. `,+#40,44.4%***� � - '- :•..; •< EXISTING MENU BOARDS NOTE: �••'• ' ' CONTRACTOR SHALL COORDINATE THE REMOVAL/REUSE OF THE EXISTING MENU BOARDS C i ` I • NI . ., \ • . Oi4e#44.4 Nt��� Att4119 • 14 • 11 14 . . 04 WITH OWNER PRIOR TO CONSTRUCTION. ET . CC ... .. 1 • • a • 4 4 • • a . • a: • . •! �' '•'• A MONUMENT PRESERVATION NOTE: .c o = J i *'/1' I'� . < . .•. ♦ *•;•;•:•; . CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM JURISDICTION "11 '• '• . , 4 � 4 ; �� HAVING AUTHORITY FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY W D • • • • • • • BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO ORS 209-150. APPLICATIONS C N PROFILE dr,,i; iiau „..,..,.` • - MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. Q O ti=xt.ail: - 00 CJ UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR I }' c Q ( N ■ /I , F 3 o- �;,;-;els, i;'a,;r f:;yc; ��,A, •.:;:: ,e r. WRIER REQUIRED TOE OF s►aPE. DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND N .t.:. ,' ..: •1. rX .� �.•:.:44.:•: ti;.,;.;, +. AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE CY} tn N N 0 :r ;•;',•:{••:.:•:.:,:s..• .a:•f r ti�*:::::�:•i%J:': is !•. . . L_ C in " ,,d :,.•, PLASTIC SHEETING APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE dd+ •4o.,::s:••:s� ::::•::}::::0::s, ti.. +� •s• S,r'+• S' 'S "`'� �d �1�kt�I F'(il_Y1 { �)I'I_E1 aAt. ���'`'•`° .r"• .• RESPONSIBILITY OF THE CONTRACTOR. m V oo Lo17. D I- 1• '.4"--./.4Y . •.:/:4 4:41,: .% ‘**/...1.-4r , •., y NOTES: . � , <•�f 1, MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. TESC LEGEND- , I I I 2. BARRIER REQUIRED * TOE OF STOCK PILE. 1� I u----7 - -+'-J N('( 3. COVERING MAINTAINED TIGHTLY IN PLACE w 1. PLL L LN Cti,'1 3 INLL1 ( All t3A F Nlg BY USING SANDBAGS OR TIRES ON ROPES WITH A Po FRONT VIEW );I u t}f I:C) MO-NI i N, f lE ;l I� f MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. f� ,c At f-1 ;� -I<=, -NI , 1,ET LIMITS OF DISTURBANCE ASPHALT TO BE REMOVED 0 f-A'3REC Nf[ ';',,,k. K'--, CI BE DE-TEBMINEf n, ;;.,z,. ,I, i r;. SILT FENCE s t I a CONCRETE I Z Know what's below. CATCH BASIN INSERT c SEDIMENT FENCE INLET PROTECTION TYPE PLASTIC SHEETING � ' 1 Call before you dig. R T R i • �1�1 f� j TEMP. CONSTRUCTION FENCE u I€ U u u CONCRETE E TO BE REMOVED • a == REvssED 01-09 j Dial 811 L C'7 CI) o DETAfL DRAWING 4-3 CURB TO BE REMOVED E 0 co 0 SEDIMENT FENCE INLET PROTECTION PLASTIC SHEETING CURB TO REMAIN D p al , OQto ii 0 N CV EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ( � j0 GRADING AND DRAINAGE PLAN Iv ,, Know what's below. FOR 811 CaII before you dig. 7 ‘ , -..sip,;,, Dial 811 MCDONALD'S RESTAURANT /i / SECTION 34 TOWNSHIP 1 SOUTH RANGE 1 WEST W.M. 1 1 \ \ \ \\ 0 (if Z CITY OF TIGARD, WASHINGTON COUNTY, OREGON 1 Z a \ \\ �� 109 0 0 1 236.02± ME \ t : , W Z Ita cc 0 5 10 20aDc c i r 1 2 \\\\ co . , 01 • . o) 236.60 !. \ \ \\ N 236.32± ME 1 € Z t\ < < W co TN \\\r\ i-471ff. . i 1 \ \ cc< w u) Er A D D wag a a i 21 ,.:), -- / ,K. -. .D. ,. \ . i ��o i; i\ t ,1 ...1tn cc -1 0 236.761 ME D DD ' 0 1111H1 1� WI � D lAl00 236.86 FL p ° ° D I k Z lI _ rc 34/HG 3/1/ll71%04 237.36 TC ° D: D 237.00 FL Q Ur� Q 1 237.14 236.83 TA p a. 3 �i 237.33 TC -- O- 23$.95DF D P 237.50 TC,. 236.89 TA Q CI) 37.78± M0 a 237.39 TC r I f Z V oX, i 17 2 r �/ 237 _ ___ - \., - _ B _ D ,...D � �� D - ` 237.13 TA--�' � .. . � a ". P pD ..: ,�. Da D � D + � � e � v7.0� k • o � ° ar,D - . .-�y � a' 0 \ ii Q\237,84 .. 237,55D pa ° .a4D0. °. - P D lf5 ,'< Ln p =_ .�'.�R 4.5%-,rj �`; # I Za. " <?r k ° 11 237.36 TC ° D D D 3 6% ---1- 237- -- #1 47.4 QD :, a D b1 t D. D ° P ! ^ Da ° p 237.46 ° - 23`.46 '� -'--� -� ° DD ._ -� F D ll ti k 1 s Oa 237.86# ML A. a °` . 3 F237.1q ' Dfir al ° ii v AAe .D ` ° , •/374 a Ln ° D P D D D a E D p D D \ p r 1T� 1' J � f ` � /., „, ,, ., F .. _/ N P * D D .€1 7 .� o, D p D: a D ..p050± © 23750± M fC 237.48 ` ' 1 l}1 D Ii !ni -- - ' 1 ; eup I r ! 3750± ME 47 I237.50 FC� 37.501 ME ME 237.50± M ° D : •7 •I.e - I 237.50± ME/ 1 ' 4 1 )J --o i i } ( I Z al 1.0% v E '.. D D I< �. I ! 71`'1 37.5O± ME 1\ ° . 236.491 M 1 CO '' y 0 I. 7 ± I , , \ \° I * , d© � , 50 ME I , 1 - - APPROXIMATE LOCATION D D P II, I AD : �7p p �, . „ " OF 12 UTILITY EASEMENT. o il- p •` v. 237.42 EXISTING ... IL Is • k,Z7 1 Q i ' I `' g D ; A P; , MCDONALD'S . . x 0 I I A �� - �vv,: RESTAURANT r . O CO UJ 1 ` 239,04± t� P I D _, 1237.39 ,1 5� X37.3 26.19± ME • � � �<� � 'E r � O t \�/G1Y , � 236.53 c '1. Q RIDGE, . LSD b Q CONFIRM TOP OF CURB ELEVATION PRIOR TO 1 1 1€ l,J„1 U9.09 238.41 1 CONSTRUCTION. IT MAY BE NECESSARY TO ADJUST 36.19± ME i f`�"" Q 1 a D A D r D \�'D , 1 SLOPE NEW SIDEWALK AWAY FROM TC ELEVATION TO MATCH ELEVATION AS SHOWN. 2 46± MV: k i m 0 Z „ 1 ( I EXISTING DOOR(BUILDING). NEWI Q Q1 , a© 'lib j r te, p SIDEWALK SHALL SLOPE WITHIN ?; 0 36.06± 4 1 w W w N .1,,,,,-- a •, D D X, € D 236.61 FL i 4 ± r � \ 12) N- = ADA COMPLIANT THRESHOLDS. ± © 1 3 9 I- 1 A _ CI D :,% ; 237.00 TC '. ----/---------- ____ 77 �� 23 .7 r s N O 237.50 FC _ - --- �. _ 1� r _ �_ ti b D \ D i a 0�° D 237.23��1 \2.37.50± �37.50t ME __ --- --- z I , ,, - �p� i ji D : 1 `�\ 237.25/ ME 237.50± ME 37.50± / - P o -�:, r Utia ✓ :11'i . ° �RA. 7.50±MM 237.501 M \ 236.70 -- D • 3�' f - � �� �" I 1 ;'{ 1 s9� COt \ a .♦ o o V 0. D D: e ° ' i25% h� .���. 2.5� . Da �`��' €EsD. a O I 6� P a - P. 1 9\ 1 - JD5`ti1 y ° °, 1: Dyi''� �/�`♦ € � �. °� p, r'---A ri_ A o � 1.D ^v. i> 1 E '8 0 ° �� ° p I+2fp.•• �� 23 .30 236.36 j 235,76 Ir I I O Ll.l 11 _ 1.0 • D o 6,A' D p 236.44± 235.74}' 1 r I I- m N 4 1± f' Y! t •. - f :_. 38.0 M ... _ �. .-.-_�-. _._.. :.�.�.__ � ___ _�� -- � �,�� • D p . ���' � � I� � � _.� vI f - 236.92 TA J 1 \23666 !c- '_"f941 DIr237.16 TA -+ - 236.97 TA _ 235M © iO 23841 _ { 237.44 TC 237.47 TC 237.42 TC2 F�- ___ a a ►© •. D D ° .r " p 37,89± ME MATCH EXISTING 4 4 236.87 TA I co iI I 1 ` W 0-)N N A p b. MATCH EXISTING 237/ .42 TC _17± M ► ► 1 i ar p' ELEVATIONS AT TOP OF VATI NS AT TOP OF � 6.81 t M « ► :•r „E b. 6CURB AND FLOW LINE. CURB AND FLOW LINE. r► ` 1 1"1"i ± ► 1 ELE 0 1 ° 4� � t. `��I ►�I� 1 APPROXIMATE a Cr r r 236.65± ME 24,49► I- 4.44 } LOCATION OF �"" O • P D ... �. .� 0 1 11.5% PROPERTY LINE 5 i I I l n ` � 2�4.4� � ; 234.39 1 ti!J \237,82± ME 237.91± M -'-` C / i � I ; L \, !I V / . 1 C) \,. U) \ --To [=> ' i 1 ' c), ,. � i I- , r____> '-. , ►�:,'41)(\1 4 \© 4 BRED PROP Ssii r r r r r2103P r --•NEW CURB SHALL MATCH EXISTING \ r r r DIMENSIONS AND ELEVATIONS AT \\\ i � TOP OF CURB AND FLOW LINE. -- ,� ! r �, 23 .1 ± 231.75± M �� N O CONFIRM NATURAL DRAINAGE Nj \ M; I 11 ` ` :- ?I di - 4 i`1' [� 1\ tn \ r ti 11 8.2� g�2%-moi ,� ',j \ C' 14 ' ft.,? PATTERNS ARE MAINTAINED- ` ,, c' _ , R 2� . r,,--- -7---j / . 1 233. 33 61.2%. 1 i --- I #*/S R.JF-t t 1 i - I� N--�_ �l'�3.07-- \ (-41c, . \ , . . EXPIRES: 6-3n-14 ! vvv � -_� 2 1.701 `M - © j ;E 1 • ✓� ', o 0 / \'' \\..\\\ ''',,, ® CONSTRUCTION NOTES - GRADINGS \ �, ; 1 Ezu 1. NEW ACCESSIBLE PARKING STALLS. SEE ARCHITECTURAL PLANS -- - -_=' '` -Th,-------7 - - ._ _ _ ..- FOR DIMENSIONS AND DETAILS OF PROPOSED PARKING STALLS. _ ,: _ -- __ Woo _ - „ __ ____ ,. _ 1 SLOPES WITHIN PARKING STALL SHALL NOT EXCEED 2.09 IN ANY -` _._ :-r-1. _ . _„„„....,,w_ _-_._., y _ I - - - -; "V`(.Sr" - -` - - - - _ . - 14x hi 4 I Q1 ' � 1 / f-�� - - = - - .-----~'""- DIRECTION. CONTRACTOR TO PROVIDE SMOOTH TRANSITION FROM - 0 _ -._. �{ -~ - l Q _ , Ce a c) - EDGE OF ACCESSIBLE PARKING STALL TO ADJACENT ASPHALT. s,/." �._..-.---- ' -- - AN '- ;-'- - X -� � I' tO CONFIRM GRADES AND ELEVATIONS OF PROPOSED ACCESSIBLE -._.-- !-- •-----mm-- X ----- I--~---- ^ �, Y `� / Ix PARKING STALL ARE IN COMPLIANCE WITH ADA REQUIREMENTS ( � - 6J CLF -c - - o PRIOR TO CONSTRUCTION_ (TYP) II - `o- _ p. o o = a oa 2. NEW ARCHITECTURAL AL CONCRETE PLANS CONTRACTOR TO CONSTRUCT HANDRAILS. CURB-RAMP GRADING NOTES' CONTRACTOR TO MAKE RIGHT-OF-WAY- CONNECTION COMPLIANT WITH APPLICABLE V Know what's below. SUCH THAT CROSS-SLOPE DOES NOT EXCEED 1.5% AND ACCESSIBLE THRESHOLDS TO THE MAXIMUM C v 1 RUNNING SLOPE DOES NOT EXCEED 7.5%. LANDINGS ARE TO BE 1. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO EXTENT FEASIBLE. kT MAY BE NECESSARY ., Ca before you dig. PROVIDED IN ACCORDANCE WITH ADA REQUIREMENTS AND SHALL CONSTRUCTION TO ENSURE THAT UTILITY CONFLICTS DO NOT EXIST. TO TRANSITION TO COMPLIANT ACCESSIBLE N o SLOPES. TRANSITION SHALL OCCUR WITHIN g Dial 811 NOT SLOPE MORE THAN 2% IN ANY DIRECTION. ALL TRANSITIONS 41 � 7 �,-, 0, TO EXISTING SIDEWALK/PAVEMENT SHALL BE FLUSH. 2. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD RIGHT-OF-WAY SUCH THAT SIDEWALK RUN 5 z REQUIREMENTS. IS ACCESSIBLE WITHIN PRIVATE PROPERTY. C 3. NEW ACCESSIBLE PATH OF TRAVEL. SEE ARCHITECTURAL PLANS � (i) :13 o FOR DIMENSIONS AND DETAILS AND SEE ADA PATH OF TRAVEL 3. CONTRACTOR TO OBTAIN ANY NECESSARY RIGHT-OF-WAY PERMITS IF REQUIRED C aw .0 3 NOTE FOR SLOPING REQUIREMENTS. TRANSITION FROM EDGE OF FOR WORK SHOWN ON PLANS. W C N PATH TO EDGE OF EXISTING TIE IN SHALL BE SMOOTH. CONFIRM C j No 0 a GRADES AND ELEVATIONS OF ACCESSIBLE PATH ARE IN 4. CONTRACTOR TO RAISE AND ADJUST ALL SANITARY SEWER CLEANOUTS TO FINAL HORIZONTAL CONTROL NOTE N C C < CO cv co COMPLIANCE WITH ADA REQUIREMENTS PRIOR TO CONSTRUCTION. GRADE AS NECESSARY. SSCO'S WITHIN ADA ACCESSIBLE PATHS SHALL BE 3 • -0 o) N NEW STRIPING NOTE: ADJUSTED TO FINAL ELEVATIONS IN COMPLIANCE WITH CURRENT ADA 1. IT IS RECOMMENDED THAT CONTRACTOR HAVE ALL CURB, SIDEWALK, PROPERTY LINES c13 - c Q C 4. PROPOSED BARRIER CURB. SEE ARCHITECTURAL PLANS FOR REQUIREMENTS. STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT -C D ( o CONTRACTOR TO COORDINATE AND PREPARE PARKING LOT AS CURB SECTION AND DETAILS. STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED O) C LI) }; N NECESSARY FOR NEW LOT STRIPING. CONFIRM NEW PARKING LOT 5. CONTRACTOR TO RAISE AND ADJUST ALL CATCH BASIN RIMS TO FINAL GRADE AS GRADING NOTE= SURVEYOR. Y MATERIALS AND LAYOUT WITH OWNER/ARCHITECT PRIOR TO 5. COORDINATE WITH OWNER AND ARCHITECT FOR INSTALLATION OF NECESSARY. CATCH BASINS WITHIN ADA ACCESSIBLE PATHS SHALL BE ADJUSTED ro V c4)C CONSTRUCTION. NEW MENU BOARDS. TO FINAL ELEVATIONS IN COMPLIANCE WITH CURRENT ADA REQUIREMENTS. CONTRACTOR TO COMPLETE WORK SHOWN IN SUCH A MANNER AS TO 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL IMPROVEMENTS FIELD a NOT TRAP ANY DRAINAGE. EXISTING DRAINAGE PATTERNS ON-SITE VERIFIED PRIOR TO CONSTRUCTION, AND TO ENSURE THAT ALL WORK IS KEPT LEGEND: 6. APPROXIMATE SAWCUT LIMITS. 6- CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PROPOSED GRADES IN SHALL REMAIN UNCHANGED DURING THE COURSE OF CONSTRUCTION. ON-SITE OR WITHIN PUBLIC RIGHT--OF-WAY AS SHOWN. DISCREPANCIES SHALL BE -0 RELATIONSHIP TO SURVEYED BASIS OF ELEVATION. BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR `a NEWEXISTING: PROPOSED: 7 PLANS FORS DIBLE IME S ONNSR ANDS DETAILS IDEWALK. CROSS SLOPESSEET WITHIN 7. ALL GRADING AND PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCESSIBLE PATH OF TRAVEL NOTE: TO WORK. NEW SIDEWALK SHALL NOT EXCEED 2.0%. TRANSITION FROM ACCORDANCE WITH THE PROVISIONS OF THE CURRENT CITY ORDINANCE AND WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL (1) UTILITY CONFLICT NOTE: PROPOSED SIDEWALK TO EXISTING SURFACE SHALL BE SMOOTH STANDARD PLANS_ THE GRADING AND IMPROVEMENTS ARE SUBJECT TO THESHALL BE CONTINUOUSLY ACCESSIBLE (2) ARE MINIMUM 48" IN WIDTHa CONCRETE , ,CONCRETE AND NOT ABRUPT. CONFIRM GRADES AND ELEVATIONS OF OBSERVATION AND APPROVAL OF THE PUBLIC WORKS DEPARTMENT. ,_ CONCRETE SIDEWALK ARE IN COMPLIANCE WITH ADA (3) HAVE A MAXIMUM 1.5% CROSS SLOPE, AND (4) WHERE NECESSARY TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CURB ASPHALT REQUIREMENTS PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT ALL SAWCUT LOCATIONS. CHANGE ELEVATION AT A SLOPE EXCEEDING 5% LONGITUDINALLY (Le., 1:20) OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE 4 SHALL HAVE RAMPS COMPLYING WITH ADA STANDARDS. WHERE A WALK UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. i CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1 -800-332-2344 AND THEN POTHOLING ALL L Cl (+7 0 CATCH BASIN CURB 8. EXISTING FLAGPOLE TO REMAIN AND BE PROTECTED. 9. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT OR OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY D O ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN TOP OF CONCRETE PAVEMENT, NOT TOP OF CURB/SIDEWALK) UNLESS WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS E d PARKING STALL STRIPE PEDESTRIAN AREAS AND VEHICULAR AREAS SHALL BE DEFINED BY A , (Q LANDSCAPE 9. NEW LANDSCAPING AREAS. MATCH EXTENTS TO FINISHED GRADES. OTHERWISE NOTED. TA = TOP OF ASPHALT. TC = TOP OF CURB SIDEWALK. FG � SAWCUT LINE CURB/SIDEWALK. DETECTABLE WARNING. ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF O n Q° o FLUSH CURB- FL = FLOWLINE. ME = MATCH EXISTING. GB = GRADE BREAK. CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING o (y o 10. CONTRACTOR TO INSTALL HANDRAILS. SEE ARCHITECTURAL PLANS ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. / -- - GRADE BREAK FOR DETAILS. U a