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Plans (2) S 1T20 19-00013 COVER SHEET ENGINEER �" -rt - - - AR HA � `,kir Gtty(a.o. €' Q±s�Lt-�'#ef73's)x O BARGHAUSEN USEN CONSULTING ENGINEERS, INC.INC. � z. m{, ,,, t:,; Em FOR 18215 72ND AVE. SOUTH (;i RECEIVED �; KENT, WA 98032 2,r!, �� �-' PHONE: (425) 251-6222 _ °P t waD S,kii0 MAY 6 2019 IvICDONALD'S RESTAURANTCONCHIS JENSEN, �3 r� FAX: (425) 251-6222 �;w:��uru- -.. CITY OF TIGARD 1�-G0� EMAIL: �IVISION GENERAL SITE NOTES ,,,` 7prd Nw,rt 4 r"1,6- eL�iLDw 0 10 20 40 SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. u, A:utG€, .. . Z 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE 6, \\\\\\\\\\\' 1 '.. � � 1 N GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION CITY OF TIGARD, WASHINGTON COUNTY, OREGON ARCHITECT •..a w3�se} > CO OPERATIONS. dx FREIHEIT ARCHITECTURE �� U__ < N 929 108TH AVE NE, SUITE 210 ,chit i 5 W Y BIC aE Ala Akloat 1* Z 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED BELLEVUE, WA 98004 RN6'4< „ , ca n`" W Q PRIOR TO COMMENCING WORK. PHONE: (425) 827-2100 ,,,,,new,,t ,�,;�_,Yr, 0.�saraks, 2 W cc CONTACT: JAMIE TRENDA x, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION EMAIL: JTRENDAc�FREIHEITATCH.COM AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON . CD � I CC Up OiV ._ eme..k� THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ..r-----; W Q CO ei ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND . t _ > J SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. y F - . E,; 0 O8 Q EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE C- 1 -!"~� ' ^�� W w 5yka` Q �r� SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS RADIUS = 380.23' Ag G�, - } --'�� , r� ,,,,�--- . . TI�RD 0 V t� 4z N SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS- BARGHAUSEN DELTA = 24.24'43" Ogg 160 - #' ". ,.'` y CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC LENGTH - 762 00, C . . spy �� wW • . • a 0 RECORDS OR RECORDS OF OTHERS- IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR G' • t'3 3'. . ✓' �� % F `K� ' L. . y - VICINITY MAP Q 0 SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL 1/4,-- w tf, �' ''' rjf Z w ' - � U C y .G PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 7 - , ,;. ° `y" .� F .,- :,411,, • .,�' `t 1 •�J 1 y 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND %,,W" � .7. %:I -7 ` =-' ,11 t .°c` ` ' " * ` , \ SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION �� '� �" !�"'" � © ` . ` ` r ` • y • SURVEY NOTES OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS � a y1 �, RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTORS ,/ - . ..-:''~ ; -� _ --' ' ; , ' � \ \n W . ` . ` r ` W . 1. BOUNDARY AND BASIS OF BEARINGS FOR THIS SURVEY ARE PER THE PLAT OF o RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO - . : l.-----:'-47'. _ a'''''' .,,A . . . 4.A b .- PAYLESS SHOPPING CENTER AND SURVEY NUMBER 31685, WASHINGTON COUNTY THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECTK : ' : .: ',•.._s. ` .•'• - . * ..� \ SURVEY RECORDS. o (- ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE '+ ` "'`�` :� V /� �- '• 4 t'`�:,p �.:. ..'. .9 ;,., '� '�, + :-.•_ _;_. 2- ELEVATIONS BASED ON WASHINGTON COUNTY BENCHMARK NUMBER 487, A 3" Z CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND , :. ' - _ ���. •- USC&GS BRASS DISK ELEVATION 193.676 FEET (NGVD 29 DATUM), LOCATED AT IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. ', � �^ �.' "� -� ' " ,'.• 1 " ,. -' ` y ` / �. ;� - N- ;6 y •• �_ ` s THE NORTHWEST CORNER OF THE HIGHWAY 99 BRIDGE CROSSING OVER THE / ,,`` ' ' � . ' J` ..�•-. . +•` ' i r . 7 • RAILROAD TRACKS AT COMMERCIAL STREET. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES �' ` y 4.: +'' k� 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY "/ \. �' -.' •ins,., " . °•'' •••°',.'• • S \ ` . * INVOLVED PRIOR TO CONSTRUCTION. `'�• .�s ~�� INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES j ` Wil . + .. . .. : . . t .. - w • THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE t . EXISTING :. . ';•• - , AREA, EITHER IN-SERVICE OR ABANDONED. ALL UNDERGROUND UTILITY LINES MUST 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE }. w y W��i', ` '•'':• . ` . ••- �"�~ W • ;`'� ' � - BE VERIFIED PRIOR TO CONSTRUCTION. W N GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED ,. W MCDONALD S ., ' , •'':. ,..': -. 4. THIS MAP AND SURVEY IT IS BASED ON ARE REPRESENTATIVE OF THE CONDITIONS CC BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S ` W •�� ` � -��� � RESTAURANT ,•. \. � � ' - • ��a �� ��� �� � �-� '`�' � F THE GROUND ON DECEMBER 6 2018 THE DATE THE FIELD WORK WAS W � I FBACKFILLING . W y �r :� . � '.� .. .a FOUND ON D 4 . RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS N ADVANCE 0 - ,. I- 0 ALL CONSTRUCTION. . . . � ` '.•• •-:•:� ,,:. ::• � ,. COMPLETED. . ° • 5. THE GAS SERVICE LINE TO THE BUILDING COULD NOT BE DETERMINED. NO FIELD U D 0 0 q •.... 1 LOCATES WERE PROVIDED AS REQUESTED BY TICKET N0. 18311907 FROM THE W 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL 1l .``W : :4- ; . • W • y ) K ,-,...!--------i. • ,• �� r `� OREGON UTILITY NOTIFICATION CENTER. THE SERVICE LINE IS LIKELY TO CONNECT O CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY ° \ \ \� _ , . ., '-. P -� / / 1; TO THE MAIN LINE IN SW MAIN STREET. �- W < N REQUIRED PRE-CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK r� 'w a `,, 6. THE ELECTRIC SERVICE LINE FROM THE POWER TRANSFORMER TO THE BUILDING - Z MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF � ' ' w ` ' ' • • O =' )11 COULD NOT BE DETERMINED. 0 N PRE-CONSTRUCTION MEETINGS. y W W 1 ' ' . -t, c 7. THE EXISTING STORM DRAIN GUTTERS AT THE BUILDING FLOW INTO AN CC W W \ \� - A .:" .: ' ' _A _, �" -� -...44.4 1 UNDERGROUND SYSTEM. THE SIZE AND OUTFALL LOCATIONS COULD NOT BE Q 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY ,:: . . �. ,. j, �_ °- 1 DETERMINED. Q > 0 �\ A 7 �. +r- ` 8. THERE IS A TOTAL OF 9 ONSITE PARKING STALLS WHICH INCLUDES 2 DESIGNATED F"` = W N WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING ... �.� . �'� -- JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES- THE CONTRACTOR IS >, .-. W WA. - • FOR HANDICAP PARKING. W RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE `\� � •� - a •+ - /* v - - • W - ¢ W J \ 9. THE SIZE OF THE MAIN STORM DRAIN PIPE COULD NOT BE FILE VERSIFIED DUE _ � J INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THATN. `� y7:41: `-'',.- \' ` TO DEBRIS IN THE BASINS.HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. t� S \ . . \ : u •\.-. . W - • 1 10. THE JSITE GREASE TRAPS, SANITARY SEWER CLEANOUT OR MANHOLE WERE NOT La , r., / * • ' 0 FOUNEI. m 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, �� - � N. . �' :'._ .•;psa. i \� N SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS Q :► . }, \�'TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT �� 't' �� 1 . ��PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE /�j • ,,: .:.CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT s ``�sW • ,••V N ,�T FFI F HA R IR AT LEAST ONE FLAGGER FOR EACH LANE OF • • ,, � �� �;`���'/'° L NORMAL RA C LOWS LL EQU E "/` ` be 0 TRAFFIC AFFECTED. . ` ' ;"%� c'D L- 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL R,`• .�` a rijO PROFESS THE ` , 1 . ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. SPECIAL. IIS�'ECTION REQUIRED G O CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY W ' ' SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA ' * b Sat of�regran S€evcturai Specialty Code .- 'i 03 � ' y OFFICE COPY WHETHER SHOWN OR NOT SHOWN ON THE PLANS. \W y W . w ❑ Concrete and Reinforcing Steel CITY OP ip! 7E�uN 11. TWO 2 COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER W ,,.._ 'T ❑ Bolts-Instal:ad in Concrete REVI D FOR CODE CUMPLImat �9R � '((\ CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS-BUILT V \ \\ i ❑ S, ial't�l7mert-Resisting Concrete Frame y'Q/ N`' INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT Approved: S R.SE COMPLETION OF PROJECT. \ ` ❑ Reinforcing Steel&Prestressing Steel Tendors, OTC: 1 EXPIRE$- 6-.30-1 g 0 Structural Welding Permit#: 1 a rn.9- n in n•i . • 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE \� 0 High-Strengl t Bolting Address: 1,z nqn s LI M 5i•a cy j HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE Suite#: TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ❑ Structural Masonry B Date: �'- S - ° N Z o ENGINEERS, INC. y' " °' � ❑ Reinfcr�d Gypsum Concr�e = 4 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, INC., PRIOR 0 Insulating Concrete Fill • TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION ❑ Spray Applied Fire-Resistive Materials J RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT a a L� Pilings, � DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN SITE INFORMATION Drilled Piers and Caissons < C CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS EXISTING ON-SITE SURFACE AREAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. ❑ Sha#ciete0. i. x SITE AREA: 18,887 SF (0.43 AC) Cpecial Grading, Excavation and Filling o 2 . a o° TOTAL IMPERVIOUS: 14,051 SF (0.32 AC) PERVIOUS/LANDSCAPE AREA: 4,836 SF (0.11 AC) C.! :::o:::st0 CITY OF TIGARD PROPOSED ON-SITE SURFACE AREAS a❑ • Apprw = C eci P Qning SITE AREA: 18,887 SF (0.43 AC) Date: p 4 z TOTAL IMPERVIOUS: 13,849 SF (0.31 AC) III tiaIs: _ i C LA a LEGEND: SHEET INDEX PERVIOUS/LANDSCAPE AREA: 5,038 SF (0.12 AC) 811 . Know what's below. 4 --- DPROPOSED EXISTING CIVIL: NET IMPERVIOUS SURFACES: --202 SF = rNET PERVIOUS SURFACES: +202 SF Callbefore you dig. �o ASPHALT OVERLAY I i CURB C1.0 - COVER SHEET ...-... 10 ... Dial 811 Cr) w C2.0 - DEMOLITION AND EROSION CONTROL PLAN MODIFIED IMPERVIOUS SURFACE 7,807 SF L1J N BARRIER CURB CONTOUR -5(ti_._._••-.-.__- C3.0 - GRADING AND DRAINAGE PLAN C c Q ASPHALT L_. C3.1 - DRAINAGE NOTES AND DETAILS HORIZONTAL CONTROL NOTE MONUMENT PRESERVATION NOTE C Q N co CONCRETE I I WATER - -W- _ 4- 1. IT IS RECOMMENDED THAT CONTRACTOR HAVE ALL CURB, SIDEWALK, rcl �' CONCRETE SIDEWALK I ' ' • ' 'A SPECIAL NOTES: PROPERTY LINES CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM JURISDICTION Iry 3 N Q r T STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT HAVING AUTHORITY FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY -C N o COLORED CONCRETE I STORM - -- - -SD--- - 1. SITE PLAN HAS BEEN PROVIDED BY FREIHEIT ARCHITECTURE. BARGHAUSEN HAS STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO ORS 209-150- APPLICATIONS L = an 4j r`l ` SURVEYOR. MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. RI O N c Lri N _ NOT VERIFIED THE SITE PLAN FOR ACCURACY OR COMPLETENESS. a� cv SAWCUT SANITARY - -SS-- 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL IMPROVEMENTS FIELD UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR CO V Y CONTOUR ---- ----- 2. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND CONSTRUCTION TO ENSURE THAT UTILITY CONFLICTS DO NOT EXIST. VERIFIED PRIOR TO CONSTRUCTION, AND TO ENSURE THAT ALL WORK IS KEPT 3 WATER W GAS G ON-SITE OR WITHIN PUBLIC RIGHT-OF-WAY AS SHOWN. DISCREPANCIES SHALL BE AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE o BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE WATER METER POWER ' {GH) 3. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD TO WORK. RESPONSIBILITY OF THE CONTRACTOR. o AND WASHINGTON COUNTY REQUIREMENTS. o FIRE HYDRANT . ASPHALT I 4. CONTRACTOR TO REPLACE EXISTING LANDSCAPING IN-KIND AS REQUIRED, OR UTILITY CONFLICT NOTE SURVEY DISCLAIMER: STORM DRAIN CONCRETE -° -----7--1 AS DIRECTED BY OWNER OR SITE IMPROVEMENT PLANS BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH TYPE 2 CATCH BASIN • 5. CONTRACTOR TO OBTAIN ANY NECESSARY RIGHT OF WAY PERMITS IF REQUIRED OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE BOUNDARY AND TOPOGRAPHIC SURVEY HAVE SEEN PROVIDED BY REPPETO & ASSOCIATES, INC. LAND SURVEYORS. BARGHAUSEN CONSULTING ENGINEERS, INC. DOES FOR WORK SHOWN ON PLANS. UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT WARRANT THE ACCURACY OR COMPLETENESS OF THE EXISTING INFORMATION SHOWN. TYPE 1 CATCH BASIN ■ THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1 -800-332-2344 AND THEN POTHOLING ALL THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE INFORMATION SHOWN AND IF ANY v II- 1. � STORM DRAIN CLEANOUT • 6. CONTRACTOR TO VERIFY SCOPE OF WORK AND LIMITS OF DEMOLITION WITH OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY ERRORS OR DISCREPANCIES EXIST, BARGHAUSEN CONSULTING ENGINEERS, INC. SHALL BE 0 _ OWNER AND/OR ARCHITECT PRIOR TO CONSTRUCTION TO CONFIRM EXTENTS OF WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS NOTIFIED PRIOR TO ANY CONSTRUCTION. v SANITARY z a, O 0 SITE DISTURBANCE. ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF O O LOT LIGHT CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING o N a ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 DEMOLITION AND EROSION CONTROL PLAN ATTENTION: Z OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE Q OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH J FOR IN THE OAR 952-001-0010 THROUGH 952-001-0090. YOU MUST 0- AIN ES OF THE RULES BY NG 1=20' TOE EPHaNEPINUMBER FOR THE OREGON LIUTILI11fE NOTIFICATION THE CENTER J ® DEMOLITION NOTES: 0 10 20 40 I10EDONALI:D'S RESTAURANT IS (503) 232-1987. O 1. DEMOLISH ON-SITE BARRIER CURB AND DISPOSE OFF-SITE. SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. Z z 2. REMOVE EXISTING DRIVE THRU STRIPING. CITY OF TIGARD, WASHINGTON COUNTY, OREGON :N Doc c") H EXISTING TRASH ENCLOSURE ANDDISPOSE OFF-SITE. SPECIAL NOTES: O = C] CV 3. DEMOL S E S NG S E CLOSU E CV 1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD Z Q Z N r. ` REQUIREMENTS. 4. DEMOLISH EXISTING ASPHALT/CONCRETE PAVEMENT AND DISPOSE \ O Cl) Q OFF-SITE. �- 1,t�� 7 •`' 1 2. CONTRACTOR TO VERIFY SCOPE OF WORK WITH ARCHITECTURAL PLANS PRIOR U) LU CC ��5 • rr ' i "' \ � ® -� TO CONSTRUCTION. O 0 5. EXISTING ASPHALT/CONCRETE PAVEMENT TO REMAIN AND BE +,'N'O' !\ 1. 1 -� PROTECTED. 5'` --� ® .•G / -------7 .- s ° _;- �° '~\-„, 3. CONTRACTOR TO CONFIRM EMERGENCY ACCESS TO BUILDING DURINGr , � �`; -s^ 0 1 \ ` \\ CONSTRUCTION PHASE WITH BUSINESS OWNER AND CITY INSPECTOR. W 0 0 6. APPROXIMATE LOCATION OF SAWCUT LINE. ../ =�4-- �_ 0 cc 1.7 ..190 `~ O 4. CONTRACTOR TO VERIFY HOURS OF OPERATION DURING CONSTRUCTION PHASE z < Q 7. REMOVE EXISTING BOLLARDS AND DISPOSE OFF-SITE (TYP). • - J/""r"- 0 •- • ; • -1111L\ 0 1, WITH BUSINESS OWNER PRIOR TO CONSTRUCTION. Z (;) ::::,7-,--" ,.\ -' �m ©, �► : ,rye• .,�,• a N 8. REMOVE EXISTING SIGN AND DISPOSE OFF-SITE. CONFIRM r -:- �� _ `• K �\ Z O r DEMOLITION SCOPE WITH OWNER PRIOR TO CONSTRUCTION. \=� �0 �~ ®• ' a 121 f,".00, 9. REMOVE EXISTING MCDONALD'S SIGN AND COORDINATE WITH OWNER r ' • 1• . .• •' • ® _ V FOR RE-USE. CONFIRM DEMOLITION SCOPE WITH OWNER PRIOR TO 4310 ,�XX, '/ •s • • �. o CONSTRUCTION. ♦ + o O an 10. REMOVE EXISTING MCDONALD'S MENU BOARD AND COORDINATE WITH /0° ' • ' `, . 4 OWNER FOR RE-USE. © � .' • + W V, :: m O EXISTING %� ®-• 0 0 11. REMOVE EXISTING LIGHT POLE AND DISPOSE OFF-SITE. SEE ;� �/`� =.'3. ® MCDONALD'S r• ; .. t� I` \, CO CONSTRUCTION NOTES - TESC: ARCHITECTURAL PLAN FOR NEW LIGHT LOCATION AND :.' !' ,_ ..• •. d" ,,`+ REQUIREMENTS. L\ , RESTAURANT ® . ,+ 0 1. CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL Z mill Ilk \ 0 \ '• ~r 5' EXISTING AND PROPOSED CATCH BASINS AS REQUIRED TO PREVENT 12. DEMOLISH EXISTING WALL AND DISPOSE OFF-SITE. ® r;, 1 _ -1''. '111r a\ �' .:r . ` d" ipe' SILT LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM, AND AS vir N 4,11 .wc:,':, \, _ .1---.: •: . . �� �+ DIRECTED BY INSPECTOR. SEE DETAIL THIS SHEET. 13. DEMOLISH CONCRETE POST AND DISPOSE OFF-SITE (TYP). ( \ 0 ;;... . •.�..;�:" • • O �. \, 14. REMOVE EXISTING LANDSCAPING AND DISPOSE OFF-SITE (TYP). � \ / \ ,` �'= 2. a IP . , 0 2. CONSTRUCTION STAGING AREA. CONTRACTOR TO USE THIS AREA FOR eti• \ 0� !' TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. CONTRACTOR 480 ® -` ^O�' TO COVER ANY STOCKPILE MATERIAL AS REQUIRED. ADJUST SIZE AND 15. EXISTING DOWN SPOUT TO REMAIN AND BE PROTECTED. �'`° 1 '�.�;. ',I 0 -- .'` LOCATION OF AREA AS NEEDED DURING CONSTRUCTION. W CV _ "�. 16. EXISTING GAS APPURTENANCE TO REMAIN AND BE PROTECTED # \ m 0,-- ': -0 :'' ° ••• ` �•`t W \ •: .• _ , m 1 O 3. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK OR EQUIVALENT) D O \ �•'. FIELD VERIFY AND CONFIRM LOCATION WITH OWNER. -17. REMOVE EXISTING TREE AND DISPOSE OFF-SITE (TYP). ._.• WM '�,F w ,\ = \ ' 4:10 4. LIMITS OF DISTURBANCE. W CO O 18. PROTECT EXISTING CONCRETE BARRIER CURB TO REMAIN. "\ 1 r • .- .• , , 5. INSTALL AND MAINTAIN TEMPORARY SILT FENCE FOR DURATION OF 4111. -- N 19. REMOVE EXISTING PAINT STRIPING. '""" CONSTRUCTION ACTIVITIES. PLACEMENT OF SILT FENCE SHALL BE AS = Z F T REMAIN. �r \� \ ,,, ® " SHOWN OR BY CITY INSPECTOR. SEE DETAIL THIS SHEET. U N 20. PROTECT EXISTING POWER TRANSFORMER 0 EM N. �Y \ \� � AD �J.J W 46110 CO t� \ ► N N /'"0 6. TEMPORARY 20' CONSTRUCTION GATE (6' HIGH CHAIN LINK OR 21. PROTECT EXISTING TREE TO REMAIN (TYP). �� f�� � � * ''� ,• �� t��:; � Q � g'i\ \ < < © " :'' EQUIVALENT) FIELD VERU Y AND CONFIRM LOCATION WITH OWNER. a 22. PROTECT EXISTING CATCH BASIN TO REMAIN. �4, ® \ \ `R'?, W = W ssp, \\ ,\' 4 0 UTILITY NOTE: STAGING AREA NOTE: I co J CONSTRUCTION SEQUENCE \ \ 0 � ....:: i.' O +4 ALL UNDERGROUND UTILITIES AND SERVICES TO REMAIN UNDISTURBED UNLESS CONTRACTOR TO COORDINATE WITH ARCHITECT W 0 W a .",..= ' 'jN- OTHERWISE SHOWN. ALL CLEANOUTS AND OTHER UTILITIES WITHIN REPLACED AND CONSTRUCTION PROJECT MANAGER TO m CO . - .•.•.:: 1. ATTEND PRE-CONSTRUCTION MEETING. 5 �."-:•^•-•"/.• \ `�' '�`, O % 6 ASPHALT OR CONCRETE TO BE RAISED TO FINISHED GRADE. ALL BOXES, VAULTS, DETERMINE APPROPRIATE STAGING AREA. LL_ �`40 VALVE COVERS, ETC. SHALL BE TRAFFIC RATED IF EXPOSED TO VEHICULAR TRAFFIC. STAGING AREA TO COMPLY WITH CITY OF TIGARD CV 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC \ SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED 1 DEMOLITION NOTE: STAGING REQUIREMENTS. NOTICE OF CONSTRUCTION SIGN). \ DEMOLITION NOTES: \ \ \ PRIOR TO SAWCUTTING ANY ASPHALT/CONCRETE OR COMMENCING WITH ANY 0 DEMOLITION ACTIVITY, COORDINATE AND VERIFY EXTENT OF DEMOLITION WITH1. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE 3. ORDER UTILITY LOCATES. r ARCHITECTURAL SITE IMPROVEMENT PLAN. IT MAY BE NECESSARY TO REMOVE MORE \ �,� VARIOUS UTILITY COMPANIES ON REQUESTING IL 4. FLAG OR FENCE CLEARING LIMITS. \ ~ \ ASPHALT/CURBING THAN IS SHOWN TO MEET ADA REQUIREMENTS SHOWN ON DISCONNECTIONS, REMOVALS AND/OR RELOCATION OF ARCHITECTURAL PLANS. (GD PROF '8s � EXISTING SERVICE. ,�F,Fz FS 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH \ \ C' t �� S' BARRIER, ETC.). .--- No PHASING NOTE: �� `4' 0 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS v \ COORDINATE PHASING OF DEMOLITION AND CONSTRUCTION WITH MCDONALD'S. AND CONSTRUCTION APPROVALS HAVE BEEN OBTAINED • 103F r PRIOR TO COMMENCING WORK. 6. POTHOLE ALL NECESSARY AND SPECIFIED UTILITY CROSSINGS. \ CONTRACTOR TO OBTAIN ANY NECESSARY PERMITS FOR WORK LOCATED OFFSITE OR " v \ IN RIGHT OR WAY. 3. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, -, �E �� 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH • THE CLEAN WATER SERVICE EROSION PREVENTION AND PAVEMENT AND/OR LANDSCAPING DAMAGED AS A RESULT0 R- P4 ,2o SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. OF CONSTRUCTION ACTIVITY. yRiS R.JE-\-- 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW 4. CONTRACTOR SHALL, PRIOR TO CONSTRUCTION OR , XPIRES: 6-30-1g MEASURES SO THAT AS SITE CONDITIONS CHANGE THE REMOVAL OF IMPROVEMENTS, FIELD VERIFY AND CONFIRM EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE ; LIMITS OF DEMOLITION AS WELL AS EXISTING UTILITIES AND WITH THE CLEAN WATER SERVICE EROSION PREVENTION AND IMPROVEMENTS TO REMAIN. 75 6 Q 0 II w 0 7 Z SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ANGLE FILTER FABRIC o I FENCE TO ASSURE SOIL IS TRAPPE: 0 I 9. COVER ALL AREAS THAT WILL BE UNWORKED AS REQUIRED OR DIRECTED BY CITY INSPECTOR. 3 i " REBAR FOR BAG REMOV W I W f) 10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS DUST CONTROL NOTES: a _. a x N MUST BE STABILIZED AND BMP'S REMOVED, IF APPROPRIATE. CATCH BASIN GRATE n I 1. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST 13 C 0) TWICE DAILY. ` Y ' INTERLOCKED t f a 6 2'x 2" POSTS C`r 0 0 0 a 0 PL AND ATTACH AN VIEW "-II I I . I I I I I I 2. WATER OR COVER STOCKPILES OF DEBRIS, SOIL, NTS CATCH BAS ' *#######$4.44+#404/ MINIMUM 12' OVERLAP SAND OR OTHER MATERIALS THAT CAN ~., 4r � OF SEAMS. BE BLOWN BY THE WIND. EXISTING MENU BOARDS NOTE: USE STITCHED LOOPS • .,���r����������� EXPANSION RESTRAINT _ E CONTRACTOR SHALL COORDINATE THE REMOVAL REUSE OF THE EXISTING MENU BOARDS 3' minimum OVER 2"x 2" POSTS NOTES: t�4O47;4+�r�rl %%*.••.. .%...•',,<; 3. COVER ALL TRUCKS HAULING SOIL, SAND, AND '� STORM PIP_ ` .' s..# 4•V ani '' ' ' ' ' ' • + OTHER LOOSE MATERIALS OR REQUIRE / from toe slope y �,- . ,+++,+,.+ •,. WITH OWNER PRIOR TO CONSTRUCTION. .� A €. BuPY BOTTOM of FILTER FABRIC 6 ♦ O���y �� s , + + , . + + {/� VERTICALLY BELOW FINISHED GRADE. •,i., "���# i���� '' '` + + ;'?` + ALL TRUCKS TO MAINTAIN AT LEAST TWO FEET OF to 4 I oSTEEL *" ..#4* , ..... , .,;,,+,'+ FREEBOARD. O 7 2. Z•x 2� FIR. PINE OR ♦ ' + + r + i�'» MONUMENT PRESERVATION NOTE: 4. FENCE POSTS. +•+ c rr `' ��� I 3 POSTS TO BF INSTALLED ON rT • •+ J �� I - UPHILL SIDE OF SLOPE. ' • i +.•`', + + . • ••;',`•'.1+'+•+•••++ . •,•.•+•,+, •++ (n O SIE r4. SWEEP DAILY (PREFERABLY WITH WATER SWEEPERS) CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM JURISDICTION �l + • + • . ) *40- coMPAcr BOTH SIDES OF FILTER FABRIC ALL PAVED ACCESS ROADS, PARKING .� HAVING AUTHORITY FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY TRENCH ti ` • + '`• ,}; ;+; + •;.+ <.r*,., ,<; GRADING AND DRAINAGE PLAN ® CONSTRUCTION NOTES - GRADING: r FOR 1. NEW ACCESSIBLE PARKING STALLS. SEE ARCHITECTURAL PLANS FOR DIMENSIONS AND DETAILS OF PROPOSED PARKING STALLS. J MCDOSLOPES NALD'S RESTAURANTDIRECTION.ITCON CONTRACTOR OHIN PARKING APROVIDE LL LSMOOTH NOT X TRANSITION INCEED 2.0% FROM Z I EDGE OF ACCESSIBLE PARKING STALL TO ADJACENT ASPHALT. Q r=iol SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. - CPARKING STALNFIRM DLES AREN IDN ELEVATIONS COMPLIIANCEOF WI PROPOSED ADA ACCESSIBLE REQUIREMENTS J Z "r^� PRIOR TO CONSTRUCTION. (TYP) o 0- < 0 \ ��\\\\.\\\\\\�° 20 CITY OF TIGARD, WASHINGTON COUNTY, OREGON (//1. _ ._- - _ - w \\\\ \\\\\\\\\�.�,c,�y����.��� 2. NEW CONCRETE RAMP. CONTRACTOR TO CONSTRUCT CURB-RAMP rr�� 0) N el i' "'-`� SUCH THAT CROSS-SLOPE DOES NOT EXCEED 2.0% AND V Q N rr ' � RUNNING SLOPE DOES NOT EXCEED 8.3%. LANDINGS ARE TO BE < I- z N. �1 \ PROVIDED IN ACCORDANCE WITH ADA REQUIREMENTS AND SHALL Z C1) Q 0) f NOT SLOPE MORE THAN 2% IN ANY DIRECTION. ALL TRANSITIONS Q W S°C j' ��� ; ' TO EXISTING SIDEWALK/PAVEMENT SHALL BE FLUSH. o� PHASING NOTE /� ,, - O CO COORDINATE PHASING OF DEMOLITION AND CONSTRUCTION WITH MCDONALD'S. � / ,-''''-/ ?0�,,r ` 3. ACCESSIBLE PATH OF TRAVEL. SEE ARCHITECTURAL PLANS FOR c Q CONTRACTOR TO OBTAIN ANY NECESSARY PERMITS FOR WORK LOCATED OFFSITE OR SAA t,,)'v / �1� __/� FDIMENSIONS AND DETAILS SLOPING REQUIREMENTS TREE ADA PATH FROM EDGETRAVEL PATEH Q Q ri- IN RIGHT OR WAY. \ MATCH EXISTING ELEVATIONS AT / TO EDGE OF EXISTING TIE IN SHALL BE SMOOTH. CONFIRM Z J Q Q t SAWCUT. CONFIRM POSITIVE DRAINAGE "�- • , GRADES AND ELEVATIONS OF ACCESSIBLE PATH ARE IN Q Z O UTILITY NOTE: \ / 1, TO EXISTING INFRASTRUCTURE. NOTIFY V\ COMPLIANCE WITH ADA REQUIREMENTS PRIOR TO CONSTRUCTION. fRTO CONSULTING ENGINEERS, 0 V 9-'1 ALL UNDERGROUND UTILITIES AND SERVICES TO REMAIN UNDISTURBED UNLESS C- G INC. OF ANY DISCREPANCIES. *- 7�" " rsy a Z �� 4. PROPOSED BARRIER CURB. SEE ARCHITECTURAL PLANS FOR a Q OTHERWISE SHOWN. ALL CLEANOUTS AND OTHER UTILITIES WITHIN REPLACED RADIUS = 380.23' 1F30\%,.. 1' 'IL n Il CI CURB SECTION AND DETAILS. a DELTA = 24'24'43' / RQN �' --�-�-.- ASPHALT OR CONCRETE TO BE RAISED TO FINISHED GRADE. ALL BOXES, VAULTS, = �-�'�,0 ,, �� � 11 0 � y Q VALVE COVERS, ETC. SHALL BE TRAFFIC RATED IF EXPOSED TO VEHICULAR TRAFFIC. LEN/ HJ.2.00' t-t\i' �, �•: U 5. COORDINATE WITH OWNER AND ARCHITECT FOR INSTALLATION OF / CC _ j \\ NEW MENU BOARDS. T GRADING GENERAL NOTES: 7\1\0000010004" ` 191.06 FC ±�1 191.n3 FC ±ML Q �f ME 6. APPROXIMATE SAWCUT LIMITS. \ , �` - ..--' i1± 0 1 '1 7 TA \ 13.U/ TC tME a, 1. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO 0 /\ 191.00± ME •..1.;.1 /* ----%--\'`,.,,,,,* (N 7. NEW ACCESSIBLE CONCRETE SIDEWALK. SEE ARCHITECTURAL a ' �\ �1•r 7. 190.fi7± ME PLANS FOR DIMENSIONS AND DETAILS. CROSS SLOPES WITHIN CONSTRUCTION TO ENSURE THAT UTILITY CONFLICTS DO NOT EXIST. r~- -~" 0 i �' - - NEW SIDEWALK SHALL NOT EXCEED 2.0%. TRANSITION FROM ' =~191 Y. ._.. �r�+ .. , <4.010„ -' 190.48± ME _ - 191 1 r I • w w PROPOSED SIDEWALK TO EXISTING SURFACE SHALL BE SMOOTH z° 2. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF 190.98± ME`,. _ -1-).-4k , TIGARD REQUIREMENTS, 1 14 j�1 A J y, - '4J \ ° \`d a d w, Q O AND NOT ABRUPT. CONFIRM GRADES AND ELEVATIONS OF 74.b •r •• Joh `=' 191.10 FC o a ir �� ©� ,j r CONCRETE SIDEWALK ARE IN COMPLIANCE WITH ADA 3. CONTRACTOR TO OBTAIN ANY NECESSARY RIGHT-OF-WAY PERMITS IF ,/ a 1 M o, 191 1 1 '11 • A. 1 5_ �A REQUIREMENTS PRIOR TO CONSTRUCTION. RE UIRED FOR WORK SHOWN ON PLANS. �g _ '`--- , 4 �r a a1 1%0 4 TCQ1 pgTA 1 a'� � 190.0 , a d 1.1 TG ,, ---1-- - 191.16 �4 8. NEW LANDSCAPING AREAS. MATCH EXTENTS TO FINISHED GRADES. 4. CONTRACTOR TO RAISE AND ADJUST ALL SANITARY SEWER CLEANOUTS TO � 0 i 's 'r TA a ` a .`d ° \ '� a d 1 r -1 TA a c.;� 0 FINAL GRADE AS NECESSARY. SSCO'S WITHIN ADA ACCESSIBLE PATHS SHALL • •� Y 1 1.1 Irk• 9. CONTRACTOR TO INSTALL HANDRAILS FOR NEW RAMPS. SEE Q_ BE ADJUSTED TO FINAL ELEVATIONS IN COMPLIANCE WITH CURRENT ADA ' � 0 \, -`_ O 1 O� 419i') 19 T,q " * ARCHITECTURAL PLANS FOR DETAILS. Lu N 7 / \ •�` � .4 . 4 190.99 TC. �. REQUIREMENTS. �3.3% a �` �.7 . ,� t a a� .. �- 190.30 _ td a \ 10. NEW LOT LIGHT. SEE ARCHITECTURAL PLANS FOR DETAILS. CC W d" 5. CONTRACTOR TO RAISE AND ADJUST ALL CATCH BASIN RIMS TO FINAL / -0- , w \191.16 0 �`' a�• a a '1 0 D r Q ° 191'16 • 1.a% © • 190.46 ° 11. NEW TRASH ENCLOSURE. SEE ARCHITECTURAL STRUCTURAL ~ 0 GRADE AS NECESSARY. CATCH BASINS WITHIN ADA ACCESSIBLE PATHS SHALL / / A 1.1 , © 181.16 ° a /_1.0.44 F ARCHITECTURAL/ rr `� _ CO O BE ADJUSTED TO FINAL ELEVATIONS IN COMPLIANCE WITH CURRENT ADA O / a // a • �� aC ' �1 PLANS FOR DIMENSIONS AND DETAILS. V CO Q O -� ` °a 1+ 160.9x, A . ' ` T REQUIREMENTS. / ~�.1: N ,,5 / 6. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PROPOSED 410 ° `; w \1 EXISTING ; ° g%� 19 35 F . ~a` ' -- W Q GRADES IN RELATIONSHIP TO SURVEYED BASIS OF ELEVATION. / a \ 8% ,' w a a. MCDONALD'S ' - , 190.3 4 CB 13 U Z N 7. ALL GRADING AND PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN Pi/ r • ,F " • I, °' w ,,, a.,, RESTAURANT Q. d , 1•�.:4; d 190. . 1 �% 1• TA LU W ap • ' 19 x. Q Q D .�•• ACCORDANCE WITH THE PROVISIONS OF THE CURRENT CITY ORDINANCE AND / '` ° 1 ,r' • °' 4 w FF: 19116 j ° �. a a 1:Q 9�j IA ±ME STANDARD PLANS. THE GRADING AND IMPROVEMENTS ARE SUBJECT TO THE t ;� % I 1 19 TA I�J(J.45 1G -/,96,,,.... �) _ OBSERVATION AND APPROVAL OF THE PUBLIC WORKS DEPARTMENT. )k vs a W • 4 •� 31. TC • ° 1:• •3 TA ±ME ,_ L1.1 43 TC 8. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT ALL SAWCUT LOCATIONS. I . " Z.---1-1./). CO J n w O ` 10.•4 a ° d dd Itt lY 189.92± ME I 1 191.+ W O W 9. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT \ \ as 198.11 d,r 4, w a1 '011. 191.1 . I. © �4 r 189.78± ME ' �____/ CC CO OR TOP OF CONCRETE PAVEMENT, NOT TOP OF CURB/SIDEWALK) UNLESS7 i \ ` r ��o y W 191.16 ' ' • �� . • ��gp4 rA f// ,/ 1'1' N OTHERWISE NOTED. TA = TOP OF ASPHALT. TC = TOP OF CURB/SIDEWALK. '` - ° 19p.9 TC �'i / ` FC = FLUSH CURB. FL = FLOWLINE, ME = MATCH EXISTING, GB = GRADE "; \ 1 \ ° 190.80± M 191.16 • -r` 1_9-0T-8 ;c1 9x8 FC �`, \ Q BREAK. ,: ' 191.1 �` a 1 58 FC; \ 1 ' \ \ A f \ d1 •11 ,,, `� 1 1.05 \ LIS"4.9 23 LF 12 SD ® 0.50% SDMHACCESSIBLE PATH OF TRAVEL NOTE ° s �_ - .19� - I o 1 \ `‘ 190.39 . 0% " 6 9%. ',p. 0 ` ;... - 11183 A • / I.L WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL (1) \ \ 1•r • TA ± / 189.67± MIs �� ° �s' � O / CONTRACTOR SHALL POTHOLE AND VERIFY (.0 PROF SHALL BE CONTINUOUSLY ACCESSIBLE, (2) ARE MINIMUM 48" IN WIDTH, ',� `• • a ° a �� 190.86± MEINSTALL 12 19 `75 TA ±ME �- %/'1 : .r \ 189.95± M rHORIZONTAL AND VERTICAL LOCATION OF EXISTING(3) HAVE A MAXIMUM 1.5% CROSS SLOPE, AND (4) WHERE NECESSARY TO \ l' \ \ 1 \. O , .Q 4, BEND FITTING (PVC) \��.K.��'"" 25 TC ®� -.---` - 189.63± MESTORM DRAIN. CONFIRM PIPE SIZE, INVERT, Gtr.lE O CHANGE ELEVATION AT A SLOPE EXCEEDING 5� LONGITUDINALLY Le., 1:20 \ -"� ° ` �" � Q --='-� �� \° ( } ` ° e 19 5�i TA ±ME �� MATERIAL, AND CONDITION PRIOR TO CONSTRUCTION. P' 1 272 1: . p-2103 L- f SHALL HAVE RAMPS COMPLYING WIT ADA STANDARDS. WHERE A WALK 4 9 O6 TC _ 47LF 12 SD c 0.50% �� .��/ CONTRACTOR TO PROVIDE NECESSARY MATERIALS TOa ♦ rn_ 190.41 ..�..�°`CROSSES OR ADJOINS A VEHICULAR WAY, AND TE WALKING SURFACES \ \ a a '," 190.50± ME '_ ������ 10 LF 12" SD ® MIN 0.50% ' MAKE CONNECTION BASED ON EXISTING SURVEY ANO ` `'r "` - -' �' ►r 189.79 FIELD INVESTIGATION. ANTICIPATE THAT EXISTING �F?LGONARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN \ \ \ �� �% a , a Q 35 LF 12" SD @ 1.00% `� ���s / PEDESTRIAN AREAS AND VEHICULAR AREAS SHALL BE DEFINED BY A \ \ \ " ` ��� a _ 89 7 -A - o 189.68 STORM BRAIN IS APPROXIMATELY 6.5' BELOW eqd {1 7CONTINUOUS DETECTABLE WARNING. ; ��` . _ �.:1- a• L -' ;y 3.�% ___ -W= 189.40 // GROUND SURFACE. C�y� R. 14 24 �� / \ moo\ �/ �!i - a l� 88.9 '/ \ �S R., \ \ _ ' N 4 X0.12 �� �° 188.96 a _ v. v � 21 LF 12" 5D r:' 1.00% � """" _..---t � X1::.9 �- _. 189 14 02 �" d " - ,� 190.33*' W; / r - + �y•1 i .v '" \ ` \ 3 • d _. �o �� 9D" 9, EXPIRES' F,-.30- 19 CATCH BASIN \ a 51P-, 0.11,-..,4 y w , .r •. o - `w 0 44 " w w w w . Y P \ \ ` \ rte • •• •� �.- CB 1t 1 J� w `` w y w NY �` ' 4, w w * �y --- ''\� /" p _O a TABLE vY �`� :gal y y tr, �:` w - �:.. • TA �, y w 1 :. a O O • CB #1, G-2, W/STANDARD GRATE '1:9• --''''''''''/ d '..---\,\,i----..G • ---- i `off r\ �� y w `� `3y i--------------/ _ �s \ \�� ° ---'" \\---1'7,----N° - ° i ��$- ,8 * DRAINAGE NOTE: RI= = 109.50 ' ° �_ 4 1 9 _ w w w, _ IE=186.5D (12" E) N \ 6, N c5'g 18 .5 189.0. i �� w 7 _ \ \ j�,J N -\ - a '� , . 1:7 •• � `.� 187.72 / •8 ` ©� `-----; ALL STORM DRAIN (SD) PVC PIPE SHALL BE SDR-35 a' ¢ v CB #2, G-2, W/STANDARD GRATE dy \ ,, \ (,r' \ d 1 7r w w - w ° N ,(�, t8:.'• ` �\;� • � PER CITY OF TIGARD REQUIREMENTS. DRAINAGE PIPE '� RIM = 188.92 ' 4 \ \ `' 'N`,,\ a �� °" �.�' / 0 -, SHALL BE INSTALLED PER MANUFACTURER AND CITY OF - -0 IE=185.92 12" Wo N •j �` g 18 .. 4 EG. X88` w 188.22± M \ TIGARD REQUIREMENTS. CD U ,- a) IE=185.92 (12 E) ��\� V \� �� a �\ . �� 188 1 . a) o t a o \, ,�,� _ __ o�° ° �� , :7.. NEW STRIPING NOTE: n o u Q o CB #3, G-2, W/STANDARD GRATE1. - " `�eS �� � • �f�� � ''�, al :7 44 Q ��O �� 0 RIM = 189.93 O� \\j O \,� �s n /7. --.---N. CONTRACTOR TO COORDINATE AND PREPARE PARKING LOT AS IE=186.93 (12" 5) �s \ © \ 1:7 44 • I �I NECESSARY FOR NEW LOT STRIPING. CONFIRM NEW PARKING LOT U E \ ;,51 MATERIALS AND LAYOUT WITH OWNER/ARCHITECT PRIOR TO v SDMH #1, 48" CONTECH STORM FILTER WITH 1-18" ZPG CARTRIDGE � a �© 4 CONSTRUCTION. \ \ 1 7.\ �o / �j N C 1- RIM = 189.60 SEE DETAIL SHEET C3.1 V41.1 IE=185.67 (12" W) \ \ 9 4 01% \ \\ \\ 1 .3° �; � i �� i GRADING NOTE: IE=186.80 (12" N) .,�/ +� 03 z IE=183.37 (12" SE)* N \ © \ `'o • i87.31 ,/ T CONTRACTOR TO COMPLETE WORK SHOWN IN SUCH A MANNER AS TO C = J \ ` �`-- _ ,. . / \ ' / 0 I NOT TRAP ANY DRAINAGE. EXISTING DRAINAGE PATTERNS ON-SITE � *CONTRACTOR TO VERIFY INVERT ELEVATION OF DOWNSTREAM \ •7.24 FC J \ \ ° SHALL REMAIN UNCHANGED DURING THE COURSE OF CONSTRUCTION. C S STORM DRAIN PRIOR TO CONSTRUCTION. OUTLET ELEVATION 4186 6 SHOWN REPRESENTS THE MINIMUM INVERT ALLOWED FOR S \` \ . / ,1 �6 TA �.\ ;' w c N TREATMENT SYSTEM TO FUNCTION PROPERLY. NOTIFY \ /�, � `i v > 0O N. BARGHAUSEN CONSULTING ENGINEERS, INC OF ANY O //� ` a 8).` �/ HORIZONTAL CONTROL NOTE= .= Q N �' DISCREPANCIES. 6\ '" ` 1 \ 41. IT IS RECOMMENDED THAT CONTRACTOR HAVE ALL CURB, SIDEWALK, PROPERTY LINES < Lo \ / /a 1\ �� STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT a 1 / STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED c = u' }; fV eN \' 186.31 SURVEYOR. \ 185. 5± M N 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL IMPROVEMENTS FIELD o, LEGEND \ VERIFIED PRIOR TO CONSTRUCTION, AND TO ENSURE THAT ALL WORK IS KEPT •n \ - 1 -.4 ON-SITE OR WITHIN PUBLIC RIGHT-OF-WAY AS SHOWN. DISCREPANCIES SHALL BE EXISTING: PROPOSED: \ \'1:/ BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR iP(uG} - UNDERGROUND POWER LINE . ..•. CONCRETETO WORK. cs T COMMUNICATIONS LINESs SANITARY SEWER L NEASPHALT \ '"r UTILITY CONFLICT NOTE: W -- WATER LINE CURB NTHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTHPARKING STALL STRIPE � OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE c G GAS LINE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. i SAWCUT LINE \ STORM DRAIN LINE \ ‹/ THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1 -800-332-2344 AND THEN POTHOLING ALL 'd" - - - -- - RIDGE LINE DIRECTIONAL FLOW ARROW \ - OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY O O \ N WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS E CATCH BASINCl1)% Q CATCH BASIN 'mss. \ ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF Z �, O° STORM DRAIN CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING N C� o LANDSCAPE SW, \ \ \ ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 DRAINAGE NOTES AND DETAILS - FOR MCDONALD'S RESTAURANT Co_ SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. < Z CITY OF TIGARD, WASHINGTON COUNTY, OREGON p CC c) Q N F- Z � Z a co a2 ac w ccO oc STORMFILTER DESIGN NOTES Z ,,—I aa�� STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE o Z N V A OUTLET STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES. a v O T 04 [1219 mm] MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS [28.3 L/s] . IF THE SITE CONDITIONS EXCEED 1.0 CFS [28.3 Us] AN a < 0 ° ( a )111SUMP UPSTREAM BYPASS STRUCTURE IS REQUIRED. Z 0 U MM a° A FLOW _ °a � 0 CARTRIDGE SELECTION m 0 1 -7-`\ °-�-.-- CARTRIDGE HEIGHT 27" [686 mm] 18" [458 mm] LOW DROP -- � �,� �\ -jam RECOMMENDED HYDRAULIC DROP (H) 3.05' [930 mm] 2.3' [700 mm] 1.8' [550 mm] a INLET - _ ��W��: • ° I 2 OUTLET SPECIFIC FLOW RATE (gpm/sf) [Us/m ] 2 [1.30] 1.67 [1.08] 1 [0.65] 2 [1.30] 1.67 [1.08] 1 [0.65] 2 [1.30] 1.67* [1.08] 1 [0.65] lit J 7 - a -- CARTRIDGE FLOW RATE (gpm) [Us] 22.5 [1.42] 118.79 [1.19]111.25 [0.71] 15 [0.95] 112.53 [0.79] I 7.5 [0.44] 10 [0.63] I 8.35 [0.54] 5 [0.32] 1= 7 / t ALCD) ev4/ * 1.67 gpm/sf[1.08 Us/m2] SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY Z ., ° TOP SLAB ACCESS .a 1. 04'-0" [01219 mm] I.D. SEE FRAME AND ° MANHOLE STRUCTURE O COVER DETAIL (04'-10" [01473 mm]) O.D. SITE SPECIFIC W N DATA REQUIREMENTS ? W �t STRUCTURE ID * I— � 0 PLAN VIEW WATER QUALITY FLOW RATE (cfs) [Us] * U Cl) 00 O er star STANDARD OUTLET RISER ‘42.6?—:'M.1,1 ° Wa" `� hePEAK FLOW RATE (cfs) * O) O FLOWKIT: 40A �O i'g_ RETURN PEROD OF PEAK]FLOW(yrs) * �' w QN-�. W //:''' -:r;-•,!: y '-*;-:.V44. „% 4 CARTRIDGE HEIGHT (SEE TABLE ABOVE) * /_� z�� xx Y► � NUMBER OF CARTRIDGES REQUIRED * U w N CONTRACTOR TO GROUT TO '] - CONTECH' -c` , CARTRIDGE FLOW RATE * CC W W 00 FINISHED GRADE t .�«�te�hES.� 2. \ iit1i1J MEDIA TYPE (PERLITE, ZPG, PSORB) Q Q > • LO y PIPE DATA: LE. MATERIAL DIAMETER = W N GRADE c'4-7,;',w/".S.. p INLET PIPE#1 * RING/RISERS ,,.00/ E INLET PIPE#2 * OUTLET PIPE * * * --O m i \///\//\//�\/ \ RIM ELEVATION I * W N 'I I 1 I I, \ \\ 1 \, I 0) ANTI-FLOTATION BALLAST I WIDTH I HEIGHT A • 1 FRAME AND COVER * * 4 ° ° U v 1 a ° ° NOTES/SPECIAL REQUIREMENTS: L ° . 4 (DIAMETER VARIES) LL 9 a° FLOATABLES N.T.S. ° BAFFLE * PER ENGINEER OF RECORD `�,�F,� EG 1PR�F41%, a° do ,, kJ c /./v/, 103 r • ' .`_fir- -« ----- - -' GENERAL NOTES ON ° _H _ 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. C�rr 'R. 14 241 CD �.... 2. DIMENSIONS MARKED WITH ( )ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 'SRS ' w ~ 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS S R.J� �� ” ` E w LLC REPRESENTATIVE. www.ContechES.com W E EXPIRES• 6-30-19 =L n- o Q, 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS c > z z co DRAWING. / . INLET PIPE o z1- - ,-- - 5. STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' [1524 mm] AND GROUNDWATER ELEVATION AT, OR , a a ° J W C° BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL 0 °_ Z N a Z J MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. N 5 > = o / 1 _.O 6. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL o i I I l 0 = 0 BE 7-INCHES [178 mm]. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. cr cv a ° a� (--``„ �\ 7" SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) [Us] DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft)[m2]. W I W i J 8 8. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. a a " N 0 °a a • a INSTALLATION NOTES 13 •o� C > o ° • 15 A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE o o a 0 o ao STORMFILTER SPECIFIED BY ENGINEER OF RECORD. I CARTRIDGE B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE. FLOW KIT OUTLET SUMP HDPE OUTLET RISER C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. d E u) D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). C V Q p E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE .. C 1- SECTION A-A OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES [200 mm], CONTRACTOR TO REMOVE THE 8 INCH [200 mm] OUTLET i tn N o STUB AT MOLDED-IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. d) _c = �, z F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. J Zw •0) (/) Om 0 C D w / \) Cwe TEC ® LV Ca ,, ' ) tin, 4 S F M H48 a� a> >"e')) o The Stormwater Management co StormFilter®Fi lter ENGINEERED SOLUTIONS LLC STORMFILTER c=a -a al N o www.contechES.com Q �p O THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING = N 09025 Centre Pointe Dr., Suite 400, West Chester,OH 45069 STANDARD DETAIL '= v>t L� > j N U.S.PATENTS; 5,322.629,5,524,576;5,707,527;5,985,157;6,027.639;6,649,048; Tin CNI et: FOREIGN PATENTS.OR OTHER PATENTS PENDING. 800-338-1 122 513-645-7000 513-645-7993 FAX L.. co O Ri-� ca� N CO V �t' 0 0 - 51..._ o 0 Qi I C a) N - - C C N / tr} O 0) �J c0 O O _ N 7 (0 N N N O Z t N- O O U) O N Cr) o 0 TOPOGRAPHIC DESIGN SURVEY TAX LOT 903, A PORTION OF LOT 2 AND LOT 4, PLA YLESS SHOPING CENTER, SI TUA TED IN THE NORTHEAST QUARTER OF SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHNGTON COUNTY, OREGON DATE: DECEMBER 7, 2018 SCALE 1 "=20 ' FOR: FREIHEIT ARCHITECTURE, INC., P.S. SD-MH RIM NOTES = 193.04' W7 i 1. BOUNDARY AND BASIS OF BEARINGS FOR THIS SURVEY ARE PER THE PLAT OF PAYLESS SHOPPING CENTER E AND SURVEY NUMBER 31685, WASHINGTON COUNTY SURVEY RECORDS. R E WV 2. ELEVATIONS BASED ON WASHINGTON COUNTY BENCHMARK NUMBER 487, A 3" USC&GS BRASS DISK N SIRE t ELEVATION 193.676 FEET (NGVD 29 DATUM), LOCATED AT THE NORTHWEST CORNER OF THE HIGHWAY 99 BRIDGE MA CATCH BASIN TOP CROSSING OVER THE RAILROAD TRACKS AT COMMERCIAL STREET. / SW (WIDTH VARIES) sp 7,71 SERVICE LID= 192.98' 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING �N NN DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL G �, o SUCH UTILITIES IN THE AREA, EITHER IN—SERVICE OR ABANDONED. ALL UNDERGROUND UTILITY LINES MUST BE " o w° -A r " VERIFIED PRIOR TO CONSTRUCTION. 5/8 /R WITH YELLOW PLASTIC CAP - cel 4. THIS MAP AND SURVEY IT IS BASED ON ARE REPRESENTATIVE OF THE CONDITIONS FOUND ON THE GROUND STAMPED "COMPASS" HELD FOR RW o ° � 2018, THE DATE THE FIELD WORK WAS COMPLETED. N�, �BIp_SWgLE o ON DECEMBER 6, (NORTHERLY CORNER TRACT N ) c° Sp �_� H —CC EJB ---------- -- 5. THE GAS SERVICE LINE TO THE BUILDING COULD NOT BE DETERMINED. NO FIELD LOCATES WERE PROVIDED vca�` CDA 19'e SFS — CSW - AS REQUESTED BY TICKET NO. 18311907 FROM THE OREGON UTILITY NOTIFICATION CENTER. THE SERVICE LINE LPA# .. (0o9° IS LIKELY TO CONNECT TO THE MAIN LINE IN SW MAIN STREET. C-1 G i EJB — — I 6. THE ELECTRIC SERVICE LINE FROM THE POWER TRANSFORMER TO THE BUILDING COULD NOT BE DETERMINED. RAD/US = 380.23' �,R�N 18 a-- CC � ''' 7. THE EXISTING STORM DRAIN GUTTERS AT THE BUILDING FLOW INTO AN UNDERGROUND SYSTEM. THE SIZE AND 91.41' TC B �1i�, \(190.96' DELTA = 2424'43" KORO 160• O�016,LE) o 191.64' OUTFALL LOCATIONS COULD NOT BE DETERMINED. LENGTH = 162.00' G E 6� ,;! / \ 8. THERE IS A TOTAL OF 9 ONSITE PARKING STALLS WHICH INCLUDES 2 DESIGNATED FOR HANDICAP PARKING. G ��.28 3G Sp =` CG CSW / �� 6�/ I 191.70',6Tc 9. THE SIZE OF THE MAIN STORM DRAIN PIPE COULD NOT BE FILE VEREIFIED DUE TO DEBRIS IN THE BASINS. N6 ` _ • S i' 10. THE ONSITE GREASE TRAPS, SANITARY SEWER CLEANOUT OR MANHOLE WERE NOT FOUND. , G �� LP co• 06 `�\� PARS 770-L. GC �79, SD-MH RIM \�� s # / GRA -;',� v� 0+ 191.56. b( �� EJB � _ A f i% CC ALT 186.55' tc SPH l71 0 a� 0 73, , �S GG i�, S 191.1 1�90g3. A d7 �, 190.83' C ' C) Sp ,-0 A .P_1 19 19 O 0 . • • 191.35 E ' tC r O GG 0� i � 191.11' '9� �190 g6' �RW''�\' O� `� �\ \�9 A H BASIN �(cR GRA/9Q $ tC _ /�N+ R C ? `fl>�\ _' = r D 1 SERVICE LID= 186.11' S �P ;9u•9,...7%,. ....„....------- 11. 191` r� P ;; : l = sm- / - 5/8" IR WITH YELLOW PLASTIC CAP eR /�2 tc OLD PLAY AREA N STAMPED "WH PACIFIC" SN 31685 GG i / WO' c 1190.93'tANTER LOOR PATIO SITTING \ I (HELD FOR RW) UNKNOWN CB - 0 G5� �/ / SPNA�T ��-' P ARF FINIS g 16, `D O m v p5� SERVICE VAULT A ; ' �, 1 / (.,A tc ()/A � 41 '2 `g06�tc ""'CB b� LEGEND TREE TABLE N09 31 10 E 21. 10 GR / 3, 190.62 \ ,� 6I 191.3180 MCDONALD'S RESTAURANT 16' N 11"18 26 E 21. 12' DEED) • 790' • = MONUMENT FOUND AS NOTED. TREE DIAMETER SPECIES ( a 55 5� C31 ♦•(5 / //0 \616 11910�6'c GM (SEE 12090 SW MAIN STREET mu = CATCH BASIN ft NO. .� '9° 19 tc Q• NOTE 5) TAX LOT 903 �\ G�� \`.11'. °0 o = E ECTRICABLED PAR BOX ING SPACE 2� zT1 12" CON/F/R SD-MH R/M +fes %19 �9°61199°. ° :\ F-CBRIM = 182.43' 18,887 SFd'� = FIRE HYDRANT T2 12" CON/F/R = 184.32' GARBAGE o o' SEENOTE 7 & 9 GATE\ El = GAS METER SS-MH © G/ �S s ��2� AREA S,�U n r i 6 ING TRIM pN) \ lg.N �4� „tk i U��D . # = LIGHT POLE T3 4 DECIDUOUS 4 6 c� 1j yo• pUN i- • �5 , T4 4 DECIDUOUS ?, \ F = POWER METERT5 10" PALM NR/M = 183.73 1� 40 \ -` .:. `,y°. m (NpT � G „s P ,ice °616� { /. o G �S = SANITARY SEWER MANHOLE s s1 oP x �� 99°' N D 6��" G ` 45 T6 8 PALM o ��SIGN \ �� � o " • ps CC \ ocO G5.\ 1 �h T v +foo.00 = SPOT ELEVATION L FINISHED GRADET7 6" DECIDUOUS�• .. 1 A 90 190.3' ` ' NALT \ \ ' P OR FLOWLINE, UNLESS NOTED OTHERWISE. T8 30" DECIDUOUS WV ' ASP � �5 ,� �`' OO = STORM DRAINAGE MANHOLE`S's Nc.,r, �'f'��F ��`z x \\Co,�� 190045tc ` E� 06ti � >ro �p6 I = TELEPHONE RISER T9 8" PALM � 'e,\f� j9 OE° • BO E190.62': —9 >� = UTILITY POLEGV •' °\ x �' �, 19631' CC DS CpNCR� 19°.21 —y6�9 c", ® = WATER METER T10 8 PALM e 191. . tc, PAD �,e9. T11 8" PALM \�'�\� c, 06 L Bp� �� 90.50 L;• f \ ' GG D4 = WATER VALVET12 8" PALM 1" BRASS DISK e \ 90 .� g°�c9° • GSTAMPED WH PACIFIC" SN 31685 % < c+ 's \> s 1'`1'9\ 0• _ A° LT x „ -P,o 189 a /e0) ! - s s cp�\ 8 0 o ASPHA %/0 9 � s \ 9ry�° �v ; w DECIDUOUS TREE (HELD FOR RW) �� WM\� s\ •�j�y ,��' ,9° ``� /i'`�• 'A.o h�0 ,� � ,rt, - >• .6, .• `�= Q OsCP o ' h 9 �� Q 'gym G BR = PLASTIC BIKE RACK dreN c �� Q 'SC p l BOL = BOLLARD \ \ � •�h G5 1 CB = CATCH BASIN .10 6,, \ x\9� �ry 188 so �0 6h '`1hv \ CC = CONCRETE CURB �� \ 'ems \,off 0�, , jgS v/ \ �� �� CDA = CONCRETE DRIVEWAY APRON e. G x �e h F� ql CRW = CONCRETE RETAINING WALL 4 ,,,b 9 1� EE 6 'S'i e1' h'G� ��• = \ OA \ > >s \c • ' \ NOSE ,0.0 , \�� 0� ( F�� ` 'c9�. DSCS w DOWN CSPOUT SIDEWALKRETE S 2'Os Sza' ��� X60• k \., 14) N� �P� DYS = DOUBLE YELLOW STRIPING �, �, w� k%N % �, / DcEC EDGE OF CONCRETE S �• ssC- < 7 �G----'B� ,$ vs QGC EJB_ ELECTRICAL JUNCTION BOX FH FIRE HYDRANT �O c � ` 'e� ��o 5cC 'ems G G = NATURAL GAS LINE \ ra, 55 x F�O� ��� ,,,+1'0� GM = GAS METER ' J 'est �' HS—SI HANDICAP PARKING SIGN ?PUN .4 • F o IE = INVERT ELEVATION - O. >s S so .54 AS In =03 IR = IRON ROD \_ 4 \ Q ''� ti1 �' MH = MANHOLE POLE ' \ 1/45N Q_ e'o- MS = MCDONALD'S MENU/ORDER TALKBOX so \ �> MWS = MCDONALD'S WELCOME SIGN �j► " '5' \'spa' 4' NPS = NO PARKING SIGN \ o,r -a. �' e�, �� P = UNDERGROUND POWER LINE \ `�- SO Q P OH—CS = OVERHEAD CLEARANCE SIGN Q \ PM = POWER METER \ .. \ PT = POWER TRANSFORMER \ RIM = RIM OF MANHOLE ELEVATION \ 1• % Cs. \ RPS = RESERVED PARKING SIGN o '6 '1% 4 0� 0 SD = STORM DRAINAGE LINE 7 •L, SF = SQUARE FEET 1 �s F \ SS = SANITARY SEWER LINE k ss � B LI I GNAL BOX W WATER INE WM = WATER METER \ cL UP & WV = WATER VALVE GRAPHIC SCALE CONDUIT WCR = WHEEL CHAIR RAMP 20 0 10 20 \ inimninnom \ 1 INCH = 20 FEET \ . - \ \ 1CONTOUR INTERVAL = 1 FOOT REGISTERED FH \ ( PROFESSIONAL \ .:•- \ LAND SURVEYOR REPPETO & ASSOCIATES, INC. \ LAND SURVEYORS �, J OREGO s6 Plaza 125, Building G ss, STEVEN P. BUCKLES 12730 SE Stark Street \ 2231 Portland Oregon 97233 \ RENEWS: 12/31/19 ' g Phone: (503) 408-1507 Fax: (503) 408-2370 \ DATE: DEC. 7, 2018 FILE: F18045.DWG \ DRAWN BY: RL JOB NO. 18045