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Plans (3) PLM2O19-00456 ..4.1g.ld��a. ii m - x,,Jtrat u� o Oil., ei 9., RECEIVED COVER SHEET ENGINEER - t� f4s NOV 14 2019 -,� BARGHAUSEN CONSULTING ENGINEERS, INC. _ _ BOAty;le rsny JcyCarli `�" �rrtesa fs�.i7entd-Gor �R KENT1821, WA 98032. SOUTH , :- a CITY OF TIGARD - PHONE: (425) 251-6222 BUILDING DIVISION MCDONALD S RESTAURANT ,,.&F: � ���`� � �� FAX: (425) 251-8782 t.1,Kr <,.A 1�=AO: CONTACT. CHRIS JENSEN, P.E. GENERAL SITE NOTES GGSECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. WPA Aim Par's EMAIL: CJENSEN*BARGHAUSEN•CO�,+ , r �u%3E z� 0 10 20 40 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE �_\ \. 1)VMM(`��������� ,`roar,oPal,,Com ' o GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION CITY OF TIGARD, WASHINGTON COUNTY, OREGON ARCHITECT OPERATIONS. 0N ioadat cE E'nr.- ;..d < FREIHEIT ARCHITECTURE :r, 5 ,,ch.: ,.• CV 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED 929L 108TH AVE NE, SUITE 210 €11 e BELLEVUE, 1- i ,IF uCTra '_ I- Z 1 ch PRIOR TO COMMENCING WORK. WA 98004 9Rite, a a 1,About PHONE: (425) 827-2100 �u, � �, ' Q CONTACT: JAMIE TRENDA ,44 U,Ad ,e 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION -1.----;---.7-7.- EMAIL: JTRENDAOFREIHEITATCH.COM ��°' T Raga 9o4.0'o a 0 AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON .r.---- --- ILISA:Ivo* Cl') THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. .,. ---- ' -- f, ~C0 3 @oars$ Z w Q CO 0- -ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND �_ > J 0 SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. , , ' , . . . • . N O Q EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE C- 1 y --I. --- TIGARD,r - << Q !� SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS RADIUS = 380.23' �R� OS • + - 4 . y * • • • w r • ,3qd.�wLSStstio, �' U V -� Z CV SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN ►` ...!,:e---14:\ 1 " o '` O r ? L 1A = 24'24 43Q 16[}. CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC LENGTH = 162.070' G0��'' -1 ' „ ` ' , , _ a 0 RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR `� ,,---- -------7r-'" ' - „ `� ' „ " a SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL C � ,r�" �. r� . . y • W VICINITY MAP NTS. 0 PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. !,,,,, ,.., f/, " , " w 001_ ..: • 1 \ ' 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND \`_ mow-' r ,f4, � .---' 11 µ'm- ' • • ' W • \ m SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION ��p` r , - '�" �� ' -•-r' �� © ` �`� SURVEY NOTES J OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS - 0' RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES IT IS THE CONTRACTOR'S ��"," \ ' * . W • " • ,6 - RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO -;�" F y � • , • 1. BOUNDARY AND BASIS OF BEARINGS FOR THIS SURVEY ARE PER THE PLAT OF r • �W.. _; .. .;:--7:77.1..,„__. ., -. , . . . PAYLESS SHOPPING CENTER AND SURVEY NUMBER 31685, WASHINGTON COUNTY THE START OF CONSTRUCTION- FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT :• . ... . v SURVEY RECORDS. ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE /'' = : . ' r':----,- . ;`' -- © ; • - o CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND " -'; ° .' 4 • r'µ - ' ' ' ''' f•: ..'�� � 2. ELEVATIONS BASED ON WASHINGTON COUNTY BENCHMARK NUMBER 487, A 3" IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. ,/ .: .`' �, ' • i * USC&G. BRASS DISK ELEVATION 193.676 FEET (NGVD 29 DATUM), LOCATED AT �# / �j � i:., :-...„,:,... ..,,,,J,.,. . ` , THE NORTHWEST CORNER OF THE HIGHWAY 99 BRIDGE CROSSING OVER THE / �'- .y, _ •. joillipilk ,' �:: : ;.: '• =} . . RAILROAD TRACKS AT COMMERCIAL STREET. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES --/ y�/. : : ;'•..; : -.•;- •, : ;i ` . ` , 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INVOLVED PRIOR TO CONSTRUCTION. !' / • �� \* : * /� " +:.; ?,: • , . '�� INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES f - W c= - 1 7., ....4...,...... - . w . THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE CI• . - EXISTING :. . ':_� ; ;.. : . • AREA, EITHER IN-SERVICE OR ABANDONED- ALL UNDERGROUND UTILITY LINES MUST6. INSPECTION OF SITE WORK WkLL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE � � ^��_ w . � �'' ��„.'.:. � �:.aP � : • : . � . � .. rGOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED • „ .,• , 1. • , MCDONALD S :: ",:, BE VERIFIED PRIOR TO CONSTRUCTION. LLl CV• � ' 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 5 \ - .14RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING - . ' , ` W -.• ,:47., • - • RESTAURANT ;'...'., ' FOUND %N THE GROUND ON DECEMBER 6, 2018, THE DATE THE FIELD WORK WAS LL! ,: ALL CONSTRUCTION. -'�` • I J` COMPLETED. O II .'�� •� ~ 7...•::.4..,..7 ;, - ll 5- THE GAS SERVICE LINE TO THE BUILDING COULD NOT BE DETERMINED. NO FIELD 03 C- ••---'--.'-• • � < :; r 5 LOCATES WERE PROVIDED AS REQUESTED BY TICKET N0. 1831 1907 FROM THE CD 7- PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL 1 - ; - ,.• r •.'- . - - i ,, • ,, ', t W 0 • ' -.+ . . 1 .• "'� r + OREGON UTILITY NOTIFICATION CENTER- THE SERVICE LINE IS LIKELY TO CONNECT CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY ° �y � • % I- CV REQUIRED PRE-CONSTRUCTION MEETINGS . CONTRACTOR SHALL PROVIDE ONE WEEK , . • ` , . ,, ;w :: `�%.``� �� ' TO THE MAIN LINE IN SW MAIN STREET. - W Q O �- • '"wt y ',_- �� �� ,� FROMTHEPOWER TRANSFORMER TO THE BUILDING I 6. THE ELECTRIC SERVICE LINE OWE MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF �„ • , , _ ' ' liana'x� -`` O _"yam' <� � r COULD NOT BE DETERMINED. V Z N mank PRE-CONSTRUCTION MEETINGS. 1 ' .....ft ' 111Z�� • • ,;per 7. THE EXISTING STORM DRAIN 00 GUTTERS AT THE BUILDING FLOW INTO AN Y W r - illiWks� .• : �.. *AINIINEME � 1 UNDERGFOu:�D SYSTEM. THE SIZE AND OUTFALL LOCATIONS COULD NOT BE Q 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY . ':; • '• : •'. `^ -�` �.. .w DETERMI��ED. Q WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING `\ \ -:r .�e�• : • . -=,--- _ ' y. ------ _, _ 8. THERE IS A TOTAL OF 9 ONSITE PARKING STALLS WHICH INCLUDES 2 DESIGNATED JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS `\ \e• •F •• • •`"1 - • • FOR HANDICAP PARKING. - I W N 9. THE SIZE OF THE MAIN STORM DRAIN PIPE COULD NOT BE FILE VEREIFIED DUE RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE * \ -milme • + .• . •r-W •�• - . - .. t....\\4 . - .. . . - _ 03 J INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT \\ ,, ;Nip2...,?..... - . ' ` ., ` O ' • 7- TO DEBRIS IN THE BASINS. O W HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. .\ - • - \ 4\. • • • • 1 \ 10- THE ON ,1'F GREASE TRAPS, SANITARY SEWER CLEANOUT OR MANHOLE WERE NOT LL! �� '� 1� '' / • y W ao ` FOUND- C m 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, t.9 • y �� �. W • . �.�:�;� '\1 CV SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS \ '- * �,` . w , W , ..: ,� �/ C) TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT \ • ` • �. !. 4------- PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE �n �: �� o CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT V" •`_-'� • • ' NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF �` / "� �� N W ro. 9 TRAFFIC AFFECTED. \ . . ', ,' r� LL 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL • • • q. \ COED PUFFS ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE N, W� W ��� �G I e sID CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY \ lir - - .` . . + / \ 14/ 103 SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. N` • * ` • * - ` \ • : . / \ ,-,. '`/ 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER - - - R �a`� CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS-BUILT \\ \ �S INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT 3 R R.JE k. COMPLETION OF PROJECT. \ \\," EXPIRES: 6-30-21 , o 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE \ HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING 0 o o 8 d 42 ONO .11 '1.) Z ENGINEERS, INC. �n S 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, INC., PRIOR CITY OF TIGARD TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION - RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT Approved a -4 0 Conditionally PI ? N DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN SITE INFORMATION ConditiSee onally Approvedllow 0 CONSULTING ENGINEERS, INC- UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC- HAS EXISTING ON-SITE SURFACE AREAS I GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. Attached • • •• o a SITE AREA: 18,887 SF (0.43 AC) Permit Number. PL I({-CIC q5 a a U a a TOTAL IMPERVIOUS: 14,051 SF (0.32 AC) Addr ,w,..LO $k , w ,t• By: )4 Date: a-1 Ct•-i 1, PERVIOUS/LANDSCAPE AREA: 4,836 SF (0.11 AC) S Z.�,� ��i-L'Ev Qs V PROPOSED ON-SITE SURFACE AREAS C 0 SITE AREA: 18,887 SF (0.43 AC) v = TOTAL IMPERVIOUS: 13,849 SF (0.31 AC) i 0 0 LEGEND: SHEET INDEX PERVIOUS/LANDSCAPE AREA: 5,038 SF (0.12 AC) Know what's below. 4/1 3 z PROPOSED EXISTING CIVIL: NET IMPERVIOUS SURFACES: -202 SF 811 Call before you dig. .E O v, o NET PERVIOUS SURFACES: +202 SF OFFICE COPY {„ ASPHALT OVERLAY F�- ,-`� CURB C1.0 - COVER SHEET 1110 P.,;‘, Dial $'I'� C J C2.0 - DEMOLITION AND EROSION CONTROL PLAN MODIFIED IMPERVIOUS SURFACE 7,807 SF ti W c N BARRIER CURB CONTOUR - 508---- C3.0 - GRADING AND DRAINAGE PLAN CD CL) M a ASPHALT L I C3.1 - DRAINAGE NOTES AND DETAILS HORIZONTAL CONTROL NOTE: MONUMENT PRESERVATION NOTE: C Q' o N co_ C4.0 - UTILITY PLAN - a 2 (N CONCRETE f 1 WATER -- -w- -w- -w- 1. IT IS RECOMMENDED THAT CONTRACTOR HAVE ALL CURB, SIDEWALK, PROPERTY LINES CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM JURISDICTION al ♦= c Q a, CONCRETE SIDEWALK I • . • • -1 SPECIAL NOTES: STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT HAVING AUTHORITY FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY -C N n j ina STORM -----SD---- STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO ORS 209-150. APPLICATIONS un +; N COLORED CONCRETE 1:': I 1. SITE PLAN HAS BEEN PROVIDED BY FREIHEIT ARCHITECTURE. BARGHAUSEN HAS i C NOT VERIFIED THE SITE PLAN FOR ACCURACY OR COMPLETENESS. SURVEYOR. MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. 0 N N SAWCUT - CO V W Y ij SANITARY --SS-- 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL IMPROVEMENTS FIELD UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR 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 CONTOUR ----Sae----- CONSTRUCTION TO ENSURE THAT UTILITY CONFLICTS DO NOT EXIST. VERIFIED PRIOR TO CONSTRUCTION, AND TO ENSURE THAT ALL WORK IS KEPT 3 WATER N° GAS ------C ON-SITE OR WITHIN PUBLIC RIGHT-OF-WAY AS SHOWN. DISCREPANCIES SHALL BE AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE 3. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE 1 WATER METER POWER __ P (OH) TO WORK. RESPONSIBILITY OF THE CONTRACTOR. o AND WASHINGTON COUNTY REQUIREMENTS. o FIRE HYDRANT A ASPHALT I I i 4. CONTRACTOR TO REPLACE EXISTING LANDSCAPING IN-KIND AS REQUIRED, OR UTILITY CONFLICT NOTE: SURVEY DISCLAIMER: STORM DRAIN CONCRETE .I AS DIRECTED BY OWNER OR SITE IMPROVEMENT PLANS BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH BOUNDARY AND TOPOGRAPHIC SURVEY HAVE BEEN PROVIDED BY REPPETO & 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 ASSOCIATES, INC. LAND SURVEYORS. BARGHAUSEN CONSULTING ENGINEERS, INC. DOES c 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 l CATCH BASIN ■ THIS SHALL INCLUDE CALLING UTILITY LOCATE CD 1 -800-332-2344 AND THEN POTHOLING ALL THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE INFORMATION SHOWN AND IF ANY 11- 10 o STORM DRAIN CLEANOUT O 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 E OWNER AND/OR ARCHITECT PRIOR TO CON$TRUCTION TO CONFIRM EXTENTS OF WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANSo SANITARY NOTIFIED PRIOR TO ANY CONSTRUCTION. z' (.0 o 0 SITE QISTURBANCE. ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF .0 0 . O D LOT LIGHT CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING o CV ' O ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 5 � CL 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- 1A-20, OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE ® DEMOLITION NOTES: 0 10 20 40 MCDONALD'S RESTAURANTTELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER 0 IS (503) 232-1987. CC F- 1. DEMOLISH ON-SITE BARRIER CURB AND DISPOSE OFF-SITE. SECTION 2 TOWNSHIP 2 SOUTH RANGE 1 WEST, W.M. a 2. REMOVE EXISTING DRIVE THRU STRIPING. CITY OF TIGARD, WASHINGTON COUNTY, OREGON SPECIAL NOTES: 0 r8cc, N el 3. DEMOLISH EXISTING TRASH ENCLOSURE AND DISPOSE OFF-SITE. 1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD o U Q N REQUIREMENTS. o Z I-. Z N 4. DEMOLISH EXISTING ASPHALT/CONCRETE PAVEMENT AND DISPOSE '� a 0 CO Q OFF-SITE. „�( ��,.� \� �� 2. CONTRACTOR TO VERIFY SCOPE OF WORK WITH ARCHITECTURAL PLANS PRIOR 2 (f) cc �`• r w ® TO CONSTRUCTION. a 0 c 0 5. EXISTING ASPHALT/CONCRETE PAVEMENT TO REMAIN AND BE � r \ i 'r. U CC CD PROTECTED. ® �.- s �'` \ 3. CONTRACTOR TO CONFIRM EMERGENCY ACCESS TO BUILDING DURING W Q �� --^ © \ CONSTRUCTION PHASE WITH BUSINESS OWNER AND CITY INSPECTOR. z Q 6. APPROXIMATE LOCATION OF SAWCUT LINE. \ •-"- ,,.� = A w _r -- CL W ..J 0 0 \ 4. CONTRACTOR TO VERIFY HOURS OF OPERATION DURING CONSTRUCTION PHASE Q) Q 7. REMOVE EXISTING BOLLARDS AND DISPOSE OFF-SITE (TYP). o / ,��` 5 � 'y _' _mw . .. •� WITH BUSINESS OWNER PRIOR TO CONSTRUCTION. z Z O 8. REMOVE EXISTING SIGN AND DISPOSE OFF-SITE. CONFIRM Imo• - + � � . .4 .-- \ '�N a Z cNiO DEMOLITION SCOPE WITH OWNER PRIOR TO CONSTRUCTION. �; _ ,; Q O; - •. • ♦ • ®. \ 2 . O Q _ „ .._ V 9. REMOVEEXISTINGMCDONALD'S SIGN AND COORDINATE WITH OWNER 1 • ' ' . • : 0 r FOR RE USE. CONFIRM DEMOLITION SCOPE WITH OWNER PRIOR TO ,r, / •g - +'• J CONSTRUCTION. 44' �1 ..V • !• 0 1��J� z • ,- `fit 0 IX m 0 10. REMOVE EXISTING MCDONALD'S MENU BOARD AND COORDINATE WITH ) \ I 'r - 1 p� OWNER FOR RE-USE. ,;' i '+"� +; • .• � + ei v W ♦ © EXISTING • ¢ 4 ® o Q 11. REMOVE EXISTING LIGHT POLE AND DISPOSE OFF-SITE. SEE ;� / 1g", t '�',, ® MCDONALD'S ' .. ° • • CO - C� r ARCHITECTURAL PLAN FOR NEW LIGHT LOCATION AND ($6.. f ; .,,� r , , . . ., • -\`+, \ CONSTRUCTION NOTES TES ^ ZREQUIREMENTS. ` RESTAURANT 1 • •may 1 1. CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL musilik i \ li 1 EXISTING AND PROPOSED CATCH BASINS AS REQUIRED TO PREVENT - ( �r I 12. DEMOLISH EXISTING WALL AND DISPOSE OFF-SITE. + ,:; ��- j�{j `�, SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM, AND AS 13. DEMOLISH CONCRETE POST AND DISPOSE OFF-SITE (TYP). \ r1-y fii �o ► ,' 0 \ DIRECTED BY INSPECTOR. SEE DETAIL THIS SHEET. ( ) ` ' -w.. 1. • • ' ' ,� l► o VI ,\ 0 ® , ,,••. " •••" i•.' ' �� 2. CONSTRUCTION STAGING AREA. CONTRACTOR TO USE THIS AREA FOR 14. REMOVE EXISTING LANDSCAPING AND DISPOSE OFF-SITE (TYP). �• ±� :. \ r ©� �`, ,��`� -',�. �, TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. CONTRACTOR y�, . . ® -� ' • " TOCOVERSTOCKPILE MATERIAL AS REQUIRED. ADJUST SIZE AND 0 \ ANYQ r 15. EXISTING DOWN SPOUT TO REMAIN AND BE PROTECTED. f M y \.• - 0 1g� *� © LOCATION OF AREA AS NEEDED DURING CONSTRUCTION. W N \ CC II 1 iTt 16. EXISTING GAS APPURTENANCE TO REMAIN AND BE PROTECTED \ \ '• �% • 7, -(7---_, - • • 3. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK OR EQUIVALENT) 0 O ; .91 1 FIELD VERIFY AND CONFIRM LOCATION WITH OWNER. .�. 17. REMOVE EXISTING TREE AND DISPOSE OFF-SITE (TYP). ��" 0 Wit •,. \ \ 0 -- a; Q / D 4. LIMITS OF DISTURBANCE. W Cl) 0) 0 18. PROTECT EXISTING CONCRETE BARRIER CURB TO REMAIN. "'= /0 r \\' • ••, �' 5. INSTALL AND MAINTAIN TEMPORARY SILT FENCE FOR DURATION OF ~ Q N \vg :?' •• W I 19. REMOVE EXISTING PAINT STRIPING. \\ \ , - w' \ CONSTRUCTION ACTIVITIES. PLACEMENT OF SILT FENCE SHALL BE AS = Z 0 "�'•. \ SHOWN OR BY CITY INSPECTOR. SEE DETAIL THIS SHEET, U N CC T I \ \ \ �, W 20. PROTECT EXISTING POWER TRANSFORMER 0 REMAIN. �� \\ �\ \ \� ;\ ® 6. TEMPORARY 20' CONSTRUCTION GATE 6' HIGH CHAIN LINK OR W co 21. PROTECT Xi TI TO REMAIN (TYP). \1/4% 430 .Rei \ \ ( Q Q D rr EXISTING NG TREE \ EQUIVALENT) FIELD VERIFY AND CONFIRM LOCATION WITH OWNER. 22. PROTECT EXISTING CATCH BASIN TO REMAIN. \‘ ," \ ♦ � � ,; W J 41 \ \ UTILITY NOTE STAGING AREA NOTE = o J • 15151 CONSTRUCTION SEQUENCE \ � � ,� "=. ,�� MiEURI:Zmiz UTILITIESANDSERVICESTO REMAINUNDISTI;RBEDUNLESS CONTRACTORTOCOORDINATE WITHARCHITECTWT1. ATTEND PRE-CONSTRUCTION MEETING. s rr,� 0 �.' B ALL CLEANOUTS AND OTHER UTILITIES WITHIN REPLACED AND CONSTRUCTION PROJECT MANAGER TO 0 _ ASPHALT OR CONCRETE TO BE RAISED TO FINISHED GRADE. ALL BOXES, VAULTS, DETERMINE APPROPRIATE STAGING AREA. N 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC r, j VALVE COVERS, ETC. SHALL BE TRAFFIC RATED IF EXPOSED TO VEHICULAR TRAFFIC. STAGING AREA TO COMPLY WITH CITY OF TIGARD 0 SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED co-s DEMOLITION NOTE: STAGING REQUIREMENTS. NOTICE OF CONSTRUCTION SIGN). \ NAILCO \ `\ \ .� PRIOR TO SAWCUTTING ANY ASPHALT/CONCRETE OR COMMENCING WITH ANY DEMOLITION NOTES 3. ORDER UTILITY LOCATES. CLEAR AND GRUB AS NECESSARY FOR GREASE INTERCEPTOR INSTALLATION. ® DEMOLITION ACTIVITY, COORDINATE AND VERIFY EXTENT OF DEMOLITION WITH 1. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE 0 ARCHITECTURAL SITE IMPROVEMENT PLAN. IT MAY BE NECESSARY TO REMOVE MORE \ 68- VARIOUS UTILITY COMPANIES ON REQUESTING LL 4. FLAG OR FENCE CLEARING LIMITS. 4 , \ \ ASPHALT/CURBING THAN IS SHOWN TO MEET ADA REQUIREMENTS SHOWN ON DISCONNECTIONS, REMOVALS AND/OR RELOCATION OF P \ '8s ARCHITECTURAL PLANS. EXISTING SERVICE. c.CL ROFe,rS 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH \ �p \ PHASING NOTE �G ' ' eF, 'o BARRIER, ETC.). '� 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS 4ry �, COORDINATE PHASING OF DEMOLITION AND CONSTRUCTION WITH MCDONALD'S. AND CONSTRUCTION APPROVALS HAVE BEEN OBTAINED ¢ • 10,3 6. POTHOLE ALL NECESSARY AND SPECIFIED UTILITY CROSSINGS. \ CONTRACTOR TO OBTAIN ANY NECESSARY PERMITS FOR WORK LOCATED OFFSITE OR PRIOR TO COMMENCING WORK. \ p IN RIGHT OR WAY. `ION 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH \ \ 3. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, 14 2a1� THE CLEAN WATER SERVICE EROSION PREVENTION AND PAVEMENT AND/OR LANDSCAPING DAMAGED AS A RESULT ex ., r�, SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. OF CONSTRUCTION ACTIVITY. "S R•J- 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW 4. CONTRACTOR SHALL, PRIOR TO CONSTRUCTION OR EXPIRES; 6-30-21 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 a WITH THE CLEAN WATER SERVICE EROSION PREVENTION AND R IMPROVEMENTS TO REMAIN. �; o b a SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ANGLE FILTER FABRIC 'N CV z FENCE TO ASSURE SOIL IS TRAPPED (n o =II j 2 9. COVER ALL AREAS THAT WILL BE UNWORKED AS REQUIRED OR DIRECTED BY CITY INSPECTOR. D i i • • 1" REBAR FOR BAG REMOV : I i m 2, ..- 10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS DUST CONTROL NOTES: ai 6 CATCH BASIN GRATE N MUST BE STABILIZED AND BMP'S REMOVED, IF APPROPRIATE. ~ 1. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST 0 w v TWICE DAILY. �' .X u %- e Iiiiiiii. 0 0 U Q 0 INTERLOCKED 2. WATER OR COVER STOCKPILES OF DEBRIS, SOIL, AND •r' ACC PLAN VI EVV �' ATTACH NTS CATCH BAs I I I • SAND OR OTHER MATERIALS THAT CAN �iA�I�'��I���I�IOI�►I OF IUU SEAMS. LAP V E ��'I�,�'�4►�s'� +734 BE BLOWN BY THE WIND. EXISTING MENU BOARDS NOTE: •• ':4•' 4.i #.i #i I. EXPANSION RESTRAINT 3' minimum USE STITCHED LOOPS r. •. •A����E��,� •' „:.: a+,+f' SAND, - • .4.4.- �� �� �� 3. COVER ALL TRUCKS HAULING SOIL, AND v CONTRACTOR SHALL COORDINATE THE REMOVAL/REUSE OF THE EXISTING MENU BOARDS OVER z"x z" POSTS NOTES : STORM PIP •�0����'���eC :.. } + . i ' . + from toe sloe ♦ I - . :`,++ OTHER LOOSE MATERIALS OR REQUIRE uj = o .� p I ll 1. BURY BOTTOM OF FILTER FABRIC 6' ~. �� ���.i. �. ..•+•'.a,++`+i•+ i + a WITH OWNER PRIOR TO CONSTRUCTION. VERTICALLY BELOW FRIS ED GRADE. ♦ �►� �� ,+,+.+,++ ' '' + + ,''• ALL TRUCKS TO MAINTAIN AT LEAST TWO FEET OF i- v! �' I e :. .:. ������� � :• ••.• ;,a+;, , . ,;`; ;{+ FREEBOARD. d z • ,, I o 2. 2"x 2' FIR, PINE OR STEEL •y, �,-��� :.! w c = `� , I N FENCE POSTS. •��,, ,•,•, , +•••••+ ••++•+++ + +•+. • ,+++, Y/ J '�...- !,♦+', •1+ ♦ii•a i+,`ii •ktit, t+ O MONUMENT PRESERVATION NOTE• •// . r 3. PASTS TO $� INSTALLED ON ; , 7 ; + . + •• + I�.� I ♦,/ ,i+• .,•,. .,a + e +,+.}ii +;}+4++ •+++ 4. SWEEP DAILY (PREFERABLY WITH WATER SWEEPERS) 0 2 �/. UPHILL SIDE OF SLOPE. ' ▪ ,, •� -I CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM JURISDICTION ` I x :.•' ••;t•••• `• +{+ ++`!� }a� ALL PAVED ACCESS ROADS, PARKING q) tu 4. COMPACT BOTH sacs OF FILTER FABRIC -_ .. - :., :+,'. t• + AREAS AND STAGING AREAS AT CONSTRUCTION HAVING AUTHORITY FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY ".7 TRENCH. r: . • +• + m -1 APPLICATIONS I 5. PANELS MUST BE PLACED ... :, +•+' /�� BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO ORS 209 50. �• ` + • • LiJ a y •t° �,, e + ••+ + + + + �. a` ,,.+ ' + a` SITES. ///��� ^} l V -+• -. .+++ �• • •••,'�.. fi+ y+;+'+i iyi ++; i . t + , +++f+ a •' . + > O Ln f'7 MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. P R O F I L E ACCORDING TO SPACING ON _ + ++•+« ;:•+ DETAIL N0,940 �'" �'C�*. +.`. , , a+. , . ••+•.+•;.•.:.'••• ♦ + `• :+:.:** +`+',`++,` + ....n NIS 2"X2"X," RUBBER BLOCK - -- '•• �� ; � ,,,�` ;: E +• •„�� �'+;'; � �,,,.`i� fit:.;: 5. SWEEP STREETS DAILY (PREFERABLY WITH WATER - Q c0 N UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR SWEEPERS) IF VISIBLE SOIL MATERIAL M +' c Q N C" LO DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND POLYPROPLENE IS CARRIED ONTO ADJACENT PUBLICS N • o T A A T STREETS. ?� FILTER SACK (WOVEN) BARRIER REQUIRED 6 TOE OF SLOPE. AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE FILTER I AaRIc MATT RiAL 0) �, � L1� � N 1 36" WIDE ROLLS L FI TATISHALLALSO BE THE :::•:. :::::::4-x*:•:•:•:-***:•:•:•:•):•:•):::•:::::::::::::*:5,:r Kn w what s below. RESPONSIBILITY APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION LS0 � � PLASTIC SHEETING 811 � O N c FI N NI-11 r R P I ILITY OF THE CONTRACTOR. ES ONS B ?�ti. WOVENPOLYPROPLENE Of ROPLENE SACK C Il before you Call dig. r TESL LEGEND: .♦ •S�: �i�::` --�` .;f:1 �:: .:;.°:;.�r, NOTES: ��� Dial 811 1 I I 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. I I I I I 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. w 6'MAXIMUM SPACING J NOTE3. LIMITS OF DISTURBANCE U ASPHALT TO BE REMOVED 1. RECESSED CURB INI.FT CATCH BASINS COVERING MAINTAINED TIGHTLY IN PLACE a �p� BY USING SANDBAGS OR TIRES ON ROPES WITH A o FRONT VIEW MUST BE BLOCKED WHEN USING FILTER MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. o NTS FABRIC INLET SACKS. SIZE OF FILTER 111111 FABRIC INLET SACKS TO BE, DETERMINED SIDEWALK DEMOLITION NOTE- SILT FENCE • ` CONCRETE TO REMAIN ° BY MANUFACTURER. c CONTRACTOR SHALL CONFIRM THAT NEW SIDEWALK WITH �, CATCH BASIN INSERT ACCESSIBLE SLOPES CAN BE CONSTRUCTED WITH LIMITS • SEDIMENT FENCE INLET PROTECTION TYPE 5 PLASTIC SHEETING OF SIDEWALK/CURB DEMOLITION SHOWN. IT MAY BE 0) I( 1( r II )1 CONCRETE TO BE REMOVED • NECESSARY TO REMOVE ADDITIONAL SIDEWALK/CURB TEMP. CONSTRUCTION FENCE a DETAIL DRAWING 4-23 REVISED 01-09 DETAIL DRAWING 4-19 REVISED 01-G9 SUCH THAT NEW SIDEWALK AND RAMPS EXHIBIT CROSS ""'":51.: CURB TO BE REMOVED DETAIL DRAWING 4-3 REVISED 01-09 AND LONGITUDINAL SLOPES THAT ARE WITHIN APPLICABLE E 0CNI THRESHOLDS FOR ACCESSIBILITY. CONTRACTOR SHALL ' (Qii - N CURB TO REMAIN SEDIMENT FENCE INLET PROTECTION PLASTIC SHEETING CONFIRM LIMITS OF DEMOLITION WITH OWNER PRIOR TO z p �, `'�O° Q CONSTRUCTION. g N CV c 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 U a GRADING AND DRAINAGE PLAN ® CONSTRUCTION NOTES - GRADING: 1. NEW ACCESSIBLE PARKING STALLS. SEE ARCHITECTURAL PLANS FOR DIMENSIONS AND DETAILS OF PROPOSED PARKING STALLS. MCDONALD'S RESTAURANT f SLOPES WITHIN PARKING STALL SHALL NOT EXCEED 2.0% IN ANY _ ------ DIRECTION. CONTRACTOR TO PROVIDE SMOOTH TRANSITION FROM Z ! EDGE OF ACCESSIBLE PARKING STALL TO ADJACENT ASPHALT. < 1'=10' SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. _ ACCESSIBLE PARKING STALLCONFIRM ARES N IN COMPLIANCE D ELEVATIONS OWITH F PROPOSED RDEQUIREMENTS Z 0 5 . -`-- PRIOR TO CONSTRUCTION. (TYP) o 1° 2° CITY OF TIGARD WASHINGTON COUNTY OREGON --- - - =y „i_ < \\��� \\\\\\\\\�\\\ , , S 1\\\ ������������������������������ - "` 2. NEW CONCRETE RAMP. CONTRACTOR TO CONSTRUCT CURB-RAMP r� CO N • i +'� SUCH THAT CROSS-SLOPE DOES NOT EXCEED 2.0% AND a v Q N �� �,oflie \ RUNNING SLOPE DOES NOT EXCEED 8.3%. LANDINGS ARE TO BE - <E. I- Z N f'' ' ��f`j I \ PROVIDED IN ACCORDANCE WITH ADA REQUIREMENTS AND SHALL Z Cl) Q S\ . ) ( -. NOT SLOPE MORE THAN 2% IN ANY DIRECTION. ALL TRANSITIONS o Q W co M CC J �! ki....z,.. TO EXISTING SIDEWALK/PAVEMENT SHALL BE FLUSH. '- CC CCO PHASING NOTE, �� `a,�, /'\i 4, y , U Ot "'�/,' - / '! � . 3. ACCESSIBLE PATH OF TRAVEL. SEE ARCHITECTURAL PLANS FOR w O b COORDINATE PHASING OF DEMOLITION AND CONSTRUCTION WITH MCDONALD'S. ,....001 " / � , ' /j DIMENSIONS AND DETAILS AND SEE ADA PATH OF TRAVEL NOTE z 0 0 CONTRACTOR TO OBTAIN ANY NECESSARY PERMITS FOR WORK LOCATED OFFSITE OR Al''' .I ,/ FOR SLOPING REQUIREMENTS. TRANSITION FROM EDGE OF PATH W 0 J p cc IN RIGHT OR WAY. ( " MATCH EXISTING ELEVATIONS AT f ''� TO EDGE OF EXISTING TIE IN SHALL BE SMOOTH. CONFIRM "' Z Q f SAWCUT. CONFIRM POSITIVE DRAINAGE .. "- +�� GRADES AND ELEVATIONS OF ACCESSIBLE PATH ARE IN Q Z Oa UTILITY NOTE: TO EXISTING INFRASTRUCTURE. NOTIFY _ COMPLIANCE WITH ADA REQUIREMENTS PRIOR TO CONSTRUCTION. V O N a C- 7 G INC. SEN CONSULTING DISCREPANCIES.ENGINEERS, \ r9y _ a Z ALL UNDERGROUND UTILITIES AND SERVICES TO REMAIN UNDISTURBED UNLESS 1N �1 4. PROPOSED BARRIER CURB. SEE ARCHITECTURAL PLANS FOR ca a 0; OTHERWISE SHOWN. ALL CLEANOUTS AND OTHER UTILITIES WITHIN REPLACED RADIUS = 380.23' 9 -/\‘'s� ' ;,,,.. �' 1; � / CURB SECTION AND DETAILS. Q U ASPHALT OR CONCRETE TO BE RAISED TO FINISHED GRADE. ALL BOXES, VAULTS, DELTA = 2424'43' /VALVE COVERS, ETC. SHALL BE TRAFFIC RATED IF EXPOSED TO VEHICULAR TRAFFIC. E\ H = 362.00' ,1 + " •:� U Qc�� 5. COORDINATE WITH OWNER AND ARCHITECT FOR INSTALLATION OF _ Q M '', \ NEW MENU BOARDS. I /�/�� 01 O S' ' • 1.1 1 FC IME 1 ` \ V GRADING GENERAL NOTES: , ,.�. F ±M w .�- Q, O --'� _\ 1• �� TA ± \ 6. APPROXIMATE SAWCUT LIMITS. a, / ,,, 1. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO f� /� i ,...._ .,,,,••0•°°°°°°"'--------- \� 191.Ob1 ME_` _ , . \1 1 ;� w w .v \ \ 190.67± ME 7. NEW ACCESSIBLE CONCRETE SIDEWALK. SEE ARCHITECTURAL o PLANS FOR DIMENSIONS AND DETAILS. CROSS SLOPES WITHIN CONSTRUCTION TO ENSURE THAT UTILITY CONFLICTS DO NOT EXIST. �`- O' , .- `-191'' �' w w w NEW SIDEWALK SHALL NOT EXCEED 2.0%. TRANSITION FROM 190.48± ME 190.98±_7'\-1--:\ 90.981 M - n"� 1; 1� w w w , PROPOSED SIDEWALK TO EXISTING SURFACE SHALL BE SMOOTH - z° 2. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF 70,,,,„0.00".°11 � ,. TIGARD REQUIREMENTS, _00111 4 �. \� . a �L1 ° nw AND NOT ABRUPT. CONFIRM GRADES AND ELEVATIONS OFr9r - �; _ , .© 1•D.6, CONCRETE SIDEWALK ARE IN COMPLIANCE WITH ADA / -'` 191i0FC3. CONTRACTOR TO OBTAIN ANY NECESSARY RIGHT-OF-WAY PERMITS IF a 190.891 iE,.• •. r�1 1�' o. a 1g1°1g © j• fiq 1 REQUIREMENTS PRIOR TO CONSTRUCTION. REQUIRED FOR WORK SHOWN ON PLANS. 8g - '' 4 �` a , °� �S. ' 11 f •: T A ° 19D.�_ 1'1 1 . " d �4 8. NEW LANDSCAPING AREAS. MATCH EXTENTS TO FINISHED GRADES. 4. CONTRACTOR TO RAISE AND ADJUST ALL SANITARY SEWER CLEANOUTS TO � TA d J . - °`` °Ad1•i 1 TA ' 0 FINAL GRADE AS NECESSARY. SSCO'S WITHIN ADA ACCESSIBLE PATHS SHALL ! NA-= n 1 '1.1 ' '� ; ° 9. CONTRACTOR TO INSTALL HANDRAILS FOR NEW RAMPS. SEE QBE ADJUSTED TO FINAL ELEVATIONS IN COMPLIANCE WITH CURRENT ADA vI ', 1 41 4TAWo, ARCHITECTURAL PLANS FOR DETAILS.REQUIREMEN75. ,7 �w n+ 1 1 �. 1 of \. _ © \ + °k na 1O 10. NEW LOT LIGHT. SEE ARCHITECTURAL PLANS FOR DETAILS. _ PJO5. CONTRACTOR TO RAISE AND ADJUST ALL CATCH BASIN RIMS TO FINAL / CC w. 1.1 1 , ° 44 • r, GRADE AS NECESSARY. CATCH BASINS WITHIN ADA ACCESSIBLE PATHS SHALL / / "� 1 .1 1 1.1.1. ° +1 ��° © iii 1�' 4• ° 11. NEW TRASH ENCLOSURE. 5EE ARCHITECTURAL/STRUCTURAL ~ 0BE ADJUSTED TO FINAL ELEVATIONS IN COMPLIANCE WITH CURRENT ADA 6 ' 190.'4 FC�� PLANS FOR DIMENSIONS AND DETAILS. UREQUIREMENTS. / i w ` rt # Q °° ++ 1••I. �, A I"'I", O c-f x / ° . . �`► w EXISTING a ' z- \ \ W Q N 6. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PROPOSED 41Ir j / r > + ' . 7 9% ° 1 = Z GRADES IN RELATIONSHIP TO SURVEYED BASIS OF ELEVATION. ` 4 \ �° r w MCDONALD'S ' - \ '. TA aCB t3N7. ALL GRADING AND PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED INtli: A - a' w4! RESTAURANT a. , 1 ; n ° , ,,\% 1: TA j W ap ACCORDANCE WITH THE PROVISIONS OF THE CURRENT CITY ORDINANCE AND ,f ° Z' ' ii ' ti ° 4 1:• • �A ± ;' 1., . ° FF: 19116 ` .$% 1 • • Q Q n STANDARD PLANS. THE GRADING AND IMPROVEMENTS ARE SUBJECT TO THE �� it a n %� \'.00 �� } ° a '+.'• T / 1:• • TA 1 90` ) I- WNOBSERVATION AND APPROVAL OF THE PUBLIC WORKS DEPARTMENT. �- 8. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT ALL SAWCUT LOCATIONS. ;, j \x • ;�/�► .0°1 ' \ 4 • _ J �` -- ,,� 0 \1'1. '4 ° ° 4 4d .-189.921 ME \ 191.0 9. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT 1 ( \ a d. t $111110 191.16 °' _ `stCC 03 f1. \ a .1 4 w w ,.� Q f 1 69.781 ME 1 OR TOP OF CONCRETE PAVEMENT, NOT TOP OF CURB/SIDEWALK) UNLESS 4f, R; ey° f� 191,16 = j f ',� ,I W = i. '. \ `_ r w t� y"i /.\ Q 1. 4' TA � \ , N OTHERWISE NOTED. TA TOP OF ASPHALT. TC = TOP OF CURB/SIDEWALK. / \\, 1► W--- �. FC = FLUSH CURB. FL = FLOWLINE ME = MATCH EXISTING, GB = GRADE f \ \ 1 1 \ Q '+•:et 1•1 1 . _ _- y 190 FC o5, \ O� BREAK. \ \ �� w\ 1 '1 1 . _____ a \ 1.0 : Fu /'��til \ I \ a� .4 ��� a: \ F ° \c';19 4 Jul ' \3LF12" SD © 0.50% ' ` sL \ \ • 4 - i, 4. : / \ 191.05 �. f.07 T `, "� A% SDM�"� IACCESSIBLE PATH OF TRAVEL NOTE \. -s , - I; 0 a �-' 91.02 1 1.6..9 10% • 6.„.97*, tv. t / WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL (1) 1 1 \ \ �� ��;;,.�`~ �y.--- 1 f . TA 1 TC %� ' / �, 189.671 ME I l� 4 �0. ' ;� r �- 12" V • .1 � O \C ;i �` INSTALL �.l 4 ,✓ CONTRACTOR SHALL POTHOLE AND VERIFY PROF SHALL BE CONTINUOUSLY ACCESSIBLE, (2) ARE MINIMUM 48" IN WIDTH, '� a ° a 190.86± ME1 •I 5 TA ±ME i \ •i ,_A , 189.95± HORIZONTAL AND VERTICAL LOCATION OF EXISTING ,k .?„c..0 SSS 3 HAVE A MAXIMUM 1.5% CROSS SLOPE, AND (4) WHERE NECESSARY TO 1 190.41 BEND FITTING (PVC} �,. 25 TC =', �' ( ) ` O " �� �� -- 189.63± Mt; STORM DRAIN. CONFIRM PIPE SIZE, INVERT, � G 1 ''£ zO CHANGE ELEVATION AT A SLOPE EXCEEDING 5% LONGITUDINALLY (i.e., 1:20) �► � ° 1•i TA ± O r�`% r�Y �r ;- �\ \ MATERIAL, AND CONDITION PRIOR TO CONSTRUCTION. 4, <4. ` 1i SHALL HAVE RAMPS COMPLYING WITH ADA STANDARDS. WHERE A WALK \ \ \ \ `� ~` ,. "` 47 LF 12" SD Q 0.50% �. 18 \ �_�/ CONTRACTOR TO PROVIDE NECESSARY MATERIALS TO 103 f CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES \ \ \ \ \ \ \a d �; � 19D.41 ��� 10 LF 12" SD C� MIN 0.50% 1 MAKE CONNECTION BASED ON EXISTING SURVEY AND ° \ ° i•� �f M - �� i� ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN \ \ \. 4 -'- CB2 � 189.79 'FIELD INVESTIGATION. ANTICIPATE THAT EXISTING �.- 0 \ \ \ _ � .. \ \ \ `\ 0.�% , ., n o 35 LF 12" SD @ 1ii % ' \�� 89.7 a G 189.68 / STORM DRAIN IS APPROXIMATELY 6.5' BELOW O�'1 PEDESTRIAN AREAS AND VEHICULAR AREAS SHALL BE DEFINED BY A 4 CONTINUOUS DETECTABLE WARNING. \ \ \ \ \\\:\,,..\\\\\ \ �� 19 � : 1:441:::::::: ' �� - � � 35% GROUND SURFACE. R.�� ��� _ --." dY / 1$9.40 �'yR' r4 ,EFS\ \ R.\ \ n '�.1 \°��h�� 1LF 12" SD 1.13% �«.- �' ]88.•6 �� �� - '� �. .�� w 19� 3W W -- L a �- w w ?gp .i. .�- .- � EXPIRES: 6-30-21 \\\\\ • ,• w w1c Q " w w wCATCH BASIN \ �'' 1 : _-•19 _ Y!'!V! \ \ \ •• • CB S w '\\ W W �Y /w 70, w �Y \ w w 4' .lam TABLE a�� \ \ \ � '��' S _ • w �` ► \ w Q - :: . TA w ------_, w 4, • 1:: : 1 U o o Y ��lj\ \ __-- \ • o N CB #1, G-2, W/STANDARD GRATE \ \ \ \ '1•� \\� w �� d >> \ w- w �0� 1 .• 4 TA •\\ ', �c9 = sll RIM = 189.55 \ w w W w w NOTE: \ , a � .� , .5, _ , DRAINAGE IE=186.50 (12" E) \ \ S \ `/89 1'• A• :19.0 / -----4° ° ° w -• :�I7 89 w- �. > .� \ 1 =7 • 1 :7.7 / •� `•� _ \ m I - ALL STORM DRAWVC PIPE S ALL BE R °i (SD) P H SD -35 CB #2, G--2, W/STANDARD GRATE ,C1 \ d' \ j�� \ ° .Q \\\ a Q \ 1 ,. 7i t/_6q. O. w w w w w \ PER CITY OF TIGARD REQUIREMENTS. DRAINAGE PIPE a a v N RIM = 189.00 V \ \ \ 4 \ �/. 4 O SHALL BE INSTALLED PER MANUFACTURER AND CITY OF IE=185.92 (12" W) '�\ \ 8 °. \ d 8 FC r88 FQ 8 w - \ TIGARD REQUIREMENTS. c c °Y' IE=1$5.92 (12" E) s \ �, ,� "� \ �,1 ° `\ cn m r v \ \ 8, \ lir _ __ 4- �� /� . 1 .7.6 NEW STRIPING NOTE: CB #3, G-2, W STANDARD GRATE `��' !' • • \" 1\i ���° \` 0 / N � \ \ \ 41: 44 4 '>• % 0 RIM = 188.81(12" O� \ �� �•� \ O \,� � n CONTRACTOR TO COORDINATE AND PREPARE PARKING LOT AS . IE=186.93 5) �s i �' 0 �� ::4470. NECESSARY FOR NEW LOT STRIPING. CONFIRM NEW PARKING LOT UE " / \ , \ MATERIALS AND LAYOUT WITH OWNER/ARCHITECT PRIOR TOC u itSDMH #1, 48" CONTECH STORMFILTER WITH 1-18 ZPG CARTRIDGE 5�(� \ \ 187` ` / v �1� �0 CONSTRUCTION. - C o RIM = 189.60 SEE DETAIL SHEET G3.1 �+ \ \ \ \, 18 .�0� t % ' �� �- al cn IE-185.fi7 (12" W) \ s \ \ \ \ ° 7. _ (.v ;111"11 GRADING NOTE: a� _, 3 Z IE=186.80 (12" N) \ Q� +� (5 J IE=183.37 (12" SES` i N \ /`\� . 1 CONTRACTOR TO COMPLETE WORK SHOWN IN SUCH A MANNER AS TO C 0Cri zo \ \ \-°-- _ Q NOT TRAP ANY DRAINAGE. EXISTING DRAINAGE PATTERNS ON-SITE � cn J 'V ,. :7.24 FC *CONTRACTOR TO VERIFY INVERT ELEVATION OF DOWNSTREAM \ SHALL REMAIN UNCHANGED DURING THE COURSE OF CONSTRUCTION. STORM DRAIN PRIOR TO CONSTRUCTION. OUTLET ELEVATION S \ \ ° -' SHOWN REPRESENTS THE MINIMUM INVERT ALLOWED FOR \ 186 6• \ : . 1 TA .v i W C N TREATMENT SYSTEM TO FUNCTION PROPERLY. NOTIFY O \ � ° `r8 �' BARGHAUSEN CONSULTING ENGINEERS, INC OF ANY -,/2:62, \ �` HORIZONTAL CONTROL NOTE N !c a oo N DISCREPANCIES. \ \ \ � \ Ol N �\\ 1. IT IS RECOMMENDED THAT CONTRACTOR HAVE ALL CURB, SIDEWALK, PROPERTY LINES : Q �Np 19: S �a / �\ STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT -C N N R \ / d STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED �_ �_ \ 1 .. .10± M:► \ 186.3 / N SURVEYOR. cQ Q CV c N a� C +� N \ *- % le ,� M ` \ill\;kly‘.111t* \ ' N 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL IMPROVEMENTS FIELD LEGEND: \ N. \ VERIFIED PRIOR TO CONSTRUCTION, AND TO ENSURE THAT ALL WORK IS KEPT z \ \-- `tea ON-SITE OR WITHIN PUBLIC RIGHT-OF-WAY AS SHOWN. DISCREPANCIES SHALL BE EXISTING: PROPOSED: \ 1 • 1 ± \ BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR 4 P(UG) UNDERGROUND POWER LINE . °' a ° I CONCRETE \ : TO WORK. \tilt) T COMMUNICATIONS LINE a S5 SANITARY SEWER LINE ASPHALT \ `� UTILITY CONFLICT NOTE: W WATER LINE CURB \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH G GAS LINE PARKING STALL STRIPE \ >�, OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE c p2 SAWCUT LINEN UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. sU STORM DRAIN LINE \ N THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1 -800-332-2344 AND THEN POTHOLING ALL 1" 10 S - - - -- - RIDGE LINE DIRECTIONAL FLOW ARROW \ OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY . O `� \ \ WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS E j, CATCH BASIN z CO o 0 CATCH BASIN d' \ \ ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF 0 O Q �m STORM DRAIN CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING o N LANDSCAPE 0 \ \ \ ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. COV DRAINAGE NOTES AND DETAILS FOR MCDONALD'S RESTAURANT co E SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. 1■1Z C QL Q CITY OF TIGARD, WASHINGTON COUNTY, OREGON p Cr)co 0 p Q N 0 z Z rn a c. W 0co cc i IXU W O p z CO 0 La Z < � CC Q IX W zcv_ Q O r H � I7 aL p U a a Z v m -0 a Cr _ ,,, 0 ixm J a) M O W O z STORMFILTER DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE A OUTLET STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES. O 04[1219 mm]MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS[28.3 Us].IF THE SITE CONDITIONS EXCEED 1.0 CFS[28.3 Us]AN SUMP UPSTREAM BYPASS STRUCTURE IS REQUIRED. LUL. CV FSO p A CARTRIDGE SELECTION WEIGHTS D W O w '- CARTRIDGE HEIGHT 27"[686 mmj 18"[458 mm) LOW DROP 10'-7" � _,I� �� _ • RECOMMENDED HYDRAULIC DROP(H) 3.05[930 mm] 2.3'[700 mm) 1,8'[550 mm] /5/ 9.-9" /5"i WEIGHT(LBS) DESCRIPTION `�� 0 D co O INLET 4�- �f��J I SPECIFIC FLOW RATE(gpm/sf)[Llslm] 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] 3 " 15035 BASE SECTION V `I��. OUTLET CARTRIDGE FLOW RATE(gpm)[Us] 22.5(1.421 118.79[1.19]I 11.25[0,71) 15[0.951 112-53[0.79] 7.5[0.44] 10[0.63] I 8.35(0-54)1 5[0.32] / 7 5/a A 2'-2" / 1 f 1 W 0) O - 5139 LID SECTION LLLI ! "1.67 gpm/sf[1.08 Vs/m2]SPECIFIC FLOW RATE IS APPROVED WITH PHDSPHOSORB� (PSORB)MEDIA ONLY - 8"X 314"SUMP 111" r / I(3 PLACES)N BASE SLAB SLOT FOR BAFFLE 141 BAFFLE WALL 1 W < `IV / 8" j• 7 5'-10" / 2'-7"q 8" I Z 1 04'-0"[01219 mm]I.D.111141111014107e \' �,1 A. N"y ... c u TOP SLAB ACCESS MANHOLE STRUCTURE -- - "�-� ~v SEE FRAME AND I I I STRUCTURAL NOTES: CC W W 00 COVER DETAIL (04'-10"[01473 mm])O.D. SITE SPECIFIC N [I I �' 1 I Q , p 0'4. 1 L' I 1.LOADS: Q DATA REQUIREMENTS II `^`-� ��`T�--� !( �� ---�1`�'7f`�11 I -HS-20 TRUCK WHEEL LOAD W/IMPACT > N STRUCTURE ID SDMH#1 Ilr�1,t \\\ % \\� /%) �7ZJ,G e -40 PCF LATERAL SOIL PRESSURE(DRY) W PLAN VIEW WATER QUALITY FLOW RATE(cfs)[Us] .03 _ 'II STANDARD OUTLET RISER (cfs)[Us] i \I ( 1tf( Ll.i -SOI SOIL COVERPEAK FLOW RATE cfs �111 SOIL DENSITY=12D PCF W MJLLS=80 PSF iTWJRETURN PERIOD OF PEAK FLOW(yrs) 100 E ao o LLa I- -ASSUMED WATER TABLE 2'BELOW GRADE FLOWKIT:40A I I I I 1I I D -_,:> CARTRIDGE HEIGHT(SEE TABLE ABOVE) 18' n v 2.DESIGN: W v, Z 1 t 11 )I in NUMBER OF CARTRIDGES REQUIRED 1 - I ! 1 / 1 CONTRACTOR TO GROUT TO s OO" qtr VNTECH �O • a / \" / .( O -ASTM C 890 BUILDING CODE CC W 4. CARTRIDGE FLOW RATE 15 • 0) FINISHED GRADE ' w^ '^ I Cl. /' \ �' ' t -BOOT SEAL:ASTM C 923 ^, .Y��G_ x_ MEDIA TYPE(PERLITE,ZPG,PSORB) ZPG �F Y - _ i i 4/7--ima -NO LATERAL SURCHARGE FROM ADJACENT " - rX s"" a II I���-��� � -{-��� e L-_.-' I STRUCTURES OR FOUNDATIONS C) --*-' " PIPE DATA: I.E. MATERIAL DIAMETER 5 ".i>, `, v [ I a ' 3.CONCRETE:28 DAY COMPRESSIVE STRENGTH GRADE a' INLET PIPE#1 186.80 PVC 12" w �J RING/RISERS ILI ° I \ fc=6,000 PSI INLET PIPE#2 185.67 PVC 12" \ I I I !� L � -- � _...s J ../i ``f"� 4.REBAR: ASTM A-615 OR A-706,GRADE 60 -\N 1 I OUTLET PIPE 183.37 PVC 12" " I //���\\/���� RIM ELEVATION 189.67 6�2" I' 2'-6" 1'-0" 2'-6" 1'-0" 2'-6" 6�/2" •0 XZ)�!�\ NOTES TO CONTRACTOR: C....444. .41 �, .. i � 1 I I ANTI-FLOTATION BALLAST WIDTH HEIGHT ro /T "* ] �l�� 1.ENSURE ADEQUATE BEARING SURFACE IS IL T _ -I - 6' 1 I L PLAN VIEW I ` - \ -! PROVIDED(I.E.LEVEL AND COMPACTED) 1 ' - I . FRAME AND COVER NA NA HOOK STYLE 11 I ,�► _ of • e I' :• '� " "` NOTES/SPECIAL REQUIREMENTS: ;9 A LIFTER(GALV) (NOTE:RING&COVERS HIDDEN FOR CLARITY) A �, � ,� 2.ALL HORIZONTAL JOINTS TO HAVE BUTYL * 1 (DIAMETER VARIES) •.E SCALE 318"=1'-0" _ `i �!,\ i� SEALANT BETWEEN PRECAST PIECES 19:::0076' SN.T.S. .��' / .._I ,,i, 5`/u) 10'-7" �� '« .,,i\h O "" 1 • FLOATABLES �- `BAFFLE 'PER ENGINEER OF RECORD o ii } , a 5" 9,-9„ 5" [ • r 1 -/-i GRADE RINGS -"�` • 1[I :. '! i1 .. • AS NEEDED 30"RING AND COVER . ` ►r' III] --q TO GRADE (STANDARD) �` ,[ .. GENERAL NOTES w P 1 ¢ m IL, ti- y - �` i / � �� I-0 1- CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. m �� ' \� 2. DIMENSIONS MARKED WITH((ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. C3 f SII I� 11� J�t 1 1 I ! I Ell �� 4.- ��� THIS MUST BE FILLED OUT BEFORE MANUFACTURING BEGINS" R• 14 .2� i __ - _ 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS rn 41, 1 f I JOINT �� �� '1S E � E LLC REPRESENTATIVE. www.ContechES.com �' -� R•, us Ea 11 ,/ 2°VENT APPROVED W/NO EXCEPTIONS TAKEN: a C] 4. 5TORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS (TYP) DT. DRAWING- I 1 / 1 // riNalt__--1 APPROVED AS NOTED: < INLET PIPE 5. STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING,ASSUMING EARTH COVER OF 0'-5'[1524 mm]AND GROUNDWATER ELEVATION AT,OR 3 �` `- ' ISOMETRIC VIEW EXPIRES: 6-30-21 s REVISED AND RESUBMIT:p m w J BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL o �. -� I SCALE 3116"=1'-0" ' MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. Z } 4 ,`- I ¢_ { irli. r-- r SIGNATURE: DATE: m CC i ID 6. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL 0 n I I I ?0 BE 7-INCHES[178 mm]. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. y I 21/ ar c Q m " 1 1 „,,,,,,1 S J 1 I r 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)[Us]DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft)[m2]- LI-?' - 1 -- ` -- I 1 „ / o 0 Z •(""' - $ 8. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. w 1 4-- \ A 0 o j IU �Q v 1 BOOT ACCEPTS \ 0 Precast 2 .0 - \:: " a) ¢0 T 4"OR6"PIPE o �" INSTALLATION NOTESto A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE Ch (TYP BOTH BOOTS) d SPECIFIED BY ENGINEER OF RECORD. FN. THis DOCUMEN F Is IHE PROPERTY OF OLDCASrLL PRECAST.CNC, IT 15STDRMFILTER mcn B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE. ` v r �� I \ b cDNFIDENr AL,suaMITTFD Fo�z REFERENCE PURPosEs ONLY.ANn sHAu _CARTRIDGE J a) .- NOT EL USED IN ANY WAY INJURIOUS TO THE INTERESTS OF,OR WITHOUT WI CC LU Ix 2 a CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. -o "n [- LIQUID VOLUME:1500 GALLONS THE WRITTEN PERMISSION OF OWDCASTLE PRECAST,INC. <I < V L" L` FLOW KIT OUTLET SUMP HDPE OUTLET RISERD. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET ). 2 I COPYRIGHT X20,ro ocgs Pecs INC ALL Rl�+r, R.sERV n Cy E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TOTHEOUTLET RISER STUB, STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE 12 a � ALL STRATA INTERNAL 1 STRATA d EASE iNTERcEPTC R ��M) w OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES[200 mm],CONTRACTOR TO REMOVE THE 8 INCH[200 mm]OUTLET ca COMPONENTS n V 1 > SECTI�+T 1►� A A c' PRE-ASSEMBLED 1 ---�-y ` �. c c u O y ON I�1�1 1-M STUB AT MOLDED-IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. tot ��d �-HOOK STYLE I 1500 GALLON CAPACITY v, 0 a) a BY OLDCASTLE PRIOR n 0 F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. u) LIFTER R(GALV) N L t Q a LU .° TO DELIVERY '� SUBMITTAL DRRWING 0 0 (.) ill L Z N - I CUSTOMER of 7 W C NTECH� SFMH48 -,, L �----- -- z -� 2��' ii, / J/ 23�" DATE SALES DRAWN NGINE£F-CHECKED ;ALESORDET" U E The Stormwater Management a� in 3/10/2017 JRS I BL JH ENGINEERED SOLUTIONS LLC mc STORMFILTER '� DETAIL JOINT RAWING UMBER REVISION SHEET o StormFilter www.contechES.com 1' VIEW A-A +- • p� STANDARD DETAIL LUStrata-1500 Grease Interce tor- DATE , or + C o 0 THIS 9025 Centre Pointe Dr.Suite 400, WestCheSlar,OH45069 SCALE 1"=1'-0" P US.PATENTS'.5,322,829.5 524,570;5,707.52T:5.9&5,'57:6.427.¢}9 A649,048, SCALE 3!8"=1'0" Sulamittal.idw RELATED FOREIGN PATENTS DR OTHER PATENTS PERMS 800-338-1122 513-645-7000 513-645-7993 FAX 13. _ i W 0 Ct o • O 01 = � CI) L. 1 STORMFLTER DUAL 2 STRATA-1500 GREASE INTERCEPTOR DETAL 2 m C3.1 SCALE: NTS W c M co N > 0 r.°)C3.1 SCALE: NTS (D C Q o N N -- 7 CA sC Ln 4. N ,- Ca ON = Ln m u 0° T 0' LI0 I 0 0 CV C L '1) (v C cn C a) tiDQ 1= 1-1) i Z s o r o .0 N " o N Cr) N U UTILITY PLAN FOR ____ _ _ ___ _ MCDONALD'S RESTAURANT H ,- -- SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, W.M. Z r `� O ■ 1A a101 CITY OF TIGARD, WASHINGTON COUNTY, OREGON - r.�--- D co 0 5 10 20 Z Z m, k, ,,k,matmv, ,,.--- emor 5 aroQch o J ‘-' 5-\ • 1 _15./k W - ' 1),17*/ iii 0 Er° r co _S* Lai y /j1�1 ' `,----"" tft- \ 0 D Z ° 0 � ca r,: ' Q O O = Q o a 1 r I- RADIUS = 380.23' (2 gEAR e. Il 1 a CI DELTA = 24'24'4.3' . H0 ' 'tZ% ` 1► 0 M EN H = 1.2.O0' �,� C;, � � �-. SANITARY = UTILITY NOTE: ,, ALL UNDERGROUND UTILITIES AND SERVICES TO REMAIN UNDISTURBED UNLESS ' ' SEWER -� m OTHERWISE SHOWN. ALL CLEANOUTS AND OTHER UTILITIES WITHIN REPLACED _ - 1 MANHOLE M 12 ASPHALT OR CONCRETE TO BE RAISED TO FINISHED GRADE. ALL BOXES, VAULTS, 1 0 VALVE COVERS, ETC. SHALL BE TRAFFIC RATED IF EXPOSED TO VEHICULAR TRAFFIC. ``/ ' 6 / � , TABLE 1--• .\ GREASE INTERCEPTOR NOTE: '` . ° *SSCO #1 , W/ ADA COMPLIANT LID 4 d • 44 RIM = 191.21 LOCATION AND DEPTH OF GREASE INTERCEPTOR IS SUBJECT TO / •• ', -1 QO' d° q a • \ IE:187.46 (6.00" OUT W) CHANGE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING ° . .. - r a .• d SEWER AND ADJUST DEPTH AND LOCATION OF GI ACCORDINGLY. ' a d 1 .a !, • 4 ° a 4 \t SSCO #2, W/ CONCRETE COLLAR i v 4 i4 4 ° RIM = 190.71 itio • ° 4 \:. •• ° a IE:186.22 (6.00" IN E) 4 ° ° a 4 IE:186.22 (6.00" OUT S) Q EXISTING SIDE SEWER NOTE: • Ycrt . �� �° �. d d ° ° SSC° #3, W/ ADA COMPLIANT LID W N 4 y , ° • a 4 d , o_ RIM = 190.62 W SIDE SEWER INFORMATION IS FROM TV CAMERA INSPECTION 4 a 4 `1 � ' IE:185.66 (6.00" IN N) Q AH REPORT PROVIDED BY THE APOLLO DRAIN AND ROOTER SERVICE. ° "~ y . . ' , IE:185.66 (6.00" OUT S) I� Q CONTRACTOR TO CONNECT PROPOSED SEWER LINE TO EXISTING •a ' /1. --- ° U r=r�� o SIDE SEWER. CONTRACTOR TO POTHOLE POINT OF CONNECTION TO ,° • a ° ° SSCO #4, W/ ADA COMPLIANT LID v1 Q� Q CONFIRM VERTICAL AND HORIZONTAL LOCATION AS WELL AS PIPE 7 LF 6 PVC SS © .6.67% SSCO .4 .°4 . a RIM = 189.19 SIZE, DEPTH, AND CONDITION. CONTRACTOR TO PROVIDE ALL a - ' SSCO 12 A EXISTING a • . ° ' . ' . 4. '. Q4 .� IE:184.98 (6.00" IN N) I- W a N 0 , . ' d . �! IE:184.98 (6.00" OUT SE) = Z R NECESSARY FITTINGS/ADAPTORS TO MAKE CONNECTION. 47a MCDONALD'S a CONNECTION LOCATION SHALL VARY AS NEEDED TO CONNECT TOS A 41 . . - e 4• . . ° • • d ° ! U Sci EXISTING SIDE SEWER AT A MINIMUM OF 2% SLOPE ON PROPOSED ► RESTAURANT4 •. . a �, SSCO #5, W/ TRAFFIC RATED W u j 4 ' - 1SEWER. ACTUAL CONNECTION LOCATION MAY ADJUST AS - •. Q \°111i4a4 • dRIM $6.85 �J = ^NECESSARY. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ;i' ° FF' 191.1G ° IE:183.82 (6.00' IN NW) a N ENGINEERS, INC. OF ANY CONFLICTS. n !I I 4`' 1‘.4 d - ' 'e . . - IE:183.82 (6.00" OUT SW) F- w 28 LF 6" PVC SS ® 2.00% 0 ° a 4 a 5SCO #6, W/ CONCRETE COLLAR i'' f - • 44 44 RIM = 187.03 = J: . d `,� IE: 184 (4.00" IN N)± ME W 0 W 4 a ° IE:184.00 (6.00 OUT SE) ®-SEWER STRUCTURE NOTES �;F 3/ ` : a 4 4 "ssco #7, W/ CONCRETE COLLAR N 1. APPROXIMATE LOCATION OF EXISTING SIDE SEWER CONNECTION TO - '° u, . 4 ', RIM - 186.44 Q) BUILDING. CONTRACTOR TO SEPARATE SIDE SEWER INTO BLACK AND GRAY . ° • ', IE:183.66 (6.00" IN NW) CONNECTIONS. 4 • a a . 4 .q IE:183.56 (6.00" IN NE) f;' \ d • ° �+J A ° 1 ,y IE:183.66 (6.00" OUT SW) 2. PROPOSED LOCATION OF BLACK WATER CONNECTION TO BUILDING. 0. a. 1•011, �0 03 1 , ' d 4 i \\ ' : ` ' , ,\ 4 • ° ©iP pyo _ ,3. GREASE INTERCEPTOR (SEE GREASE INTERCEPTOR NOTE.) ♦ if, 4 4 _ ` r'l 'CONTRACTOR TO FIELD FIT AS (OLDCASTLE PRECAST STRATA-1500) SEE DETAIL 2/C3.1. ° a ��� % 4 NECESSARY. INVERT TO MATCH ��RED PRpF�,SS LL RIM = 186.81± ME ' • - 4 °. NEW BLACK WATER PLUMBING epi :. , 1 fF f0 IE: 183.94 (6.00" IN NW} 34 LF 6" PVC SS 2.00% "� ° OUTLET. CONFIRM WITH PLUMBING W� �, 19 \ • : �/�► ENGINEER. • IE: 183.72 (6.00 OUT SE) \ 4 ° d 4 ' i _ ! X03- r 4 d 4 O �/ ��� / "SEE GREASE INTERCEPTOR - 4. APPROXIMATE LOCATION OF EXISTING SIDE SEWER / D INFRASTRUCTURE PER TV CAMERA INSPECTION REPORT. PROTECT ° a 4 a . 4 a • 4 -- --- �� d NOTE. �,y, R, 14,...n<\ EXISTING SIDE SEWER INFRASTRUCTURE TO REMAIN. CONTRACTOR y `- a • a d a 'QI S R SES TO PROVIDE MATERIALS AND REPLACE, IN KIND, ANY SIDE SEWER \ INFRASTRUCTURE DAMAGED DURING CONSTRUCTION. \ a 4 : • •°. 4 • 4 ° • O ' 1 :4:1111.1: c 47111111.' % f EXPIRES: 6-�0-21 5. APPROXIMATE LOCATION OF EXISTING POWER INFRASTRUCTURE PER d a �' '"�' ��'�� SITE SURVEY. PROTECT EXISTING POWER INFRASTRUCTURE. 4 ,� o _ CONTRACTOR TO PROVIDE MATERIALS AND REPLACE, IN KIND ANY wM A \ Q a� _ ° POWER INFRASTRUCTURE DAMAGED DURING CONSTRUCTION. +I� r wV ° . a ��� \ 1 0 0 a 4. li,\ Q Q v = zll j Z s- SSCO *4 . . � � .a . CID-UTILITY POTHOLING NOTE 04. ���� " a\a <74. - a:a) a ;I, \ 58 LF 6 PVC 5S ® 2.Od% '441\: d 4 4 a. N THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY .(� 2.,,,\,,,\\ 7 ® .4y: •- 3 U d AND/OR POTENTIAL CONFLICTS WITH PROPOSED/EXISTING v' % `S�. \\. 41_. ° v o a o° UTILITIES. POTHOLING SHOULD OCCUR PRIOR TO INSTALLING ANY -- _PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN OAf/ ''1 \1110.\\ 4 0 CONSULTING ENGINEERS, INC. OF ANY CONFLICTS. /`` �` \` . 4 1 4 /�NN, t \ IO j LiS /C) - Ill C iT• 0 CC S1 e ° 7 c)� • \ I . / Z "t • 11 VI O / Cn BLACK WATER W D INVERT IS APPROXIMATELY 3' BELOW EXISTING GRADE ,�� �Ca �016 �'' HORIZONTAL CONTROL NOTE: • N PER TV REPORT. POTHOLE TO VERIFY PRIOR TO -V CONSTRUCTION SEE EXISTING SIDE SEWER NOTE. SECO 1. IT IS RECOMMENDED THAT CONTRACTOR HAVE ALL CURB, SIDEWALK, PROPERTY LINES < rn \ ��/ �/ STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT N Gj \ 3 LF 6" PVC SS ® 2.00 \ / STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED f.... .,_; (V O /' / SURVEYOR. Co V 0o C NI 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL IMPROVEMENTS FIELD LEGEND: e f VERIFIED PRIOR TO CONSTRUCTION, AND TO ENSURE THAT ALL WORK IS KEPT 3 LF 6" PVC SS 0 2.00%40: 13 LF 6" PVC SS 0 2.00% ON-SITE OR WITHIN PUBLIC RIGHT-OF-WAY AS SHOWN. DISCREPANCIES SHALL BE 7 EXISTING: PROPOSED: / BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR P( r. UNDERGROUND POWER LINE . , a CONCRETE � SSCO 07 TO WORK. 0 COMMUNICATIONS LINE ASPHALT CONTRACTOR TO CONNECT TO EXISTING SIDE SEWER. VP 5 LF 6" PVC SS 2.00% MIN UTILITY CONFLICT NOTE: SANITARY SEWER LINE CONTRACTOR SHALL POTHOLE AND VERIFY w ;- WATER LINE CURB HORIZONTAL AND VERTICAL LOCATION OF EXISTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH PARKING STALL STRIPE SIDE SEWER. CONFIRM PIPE SIZE, INVERT, MATERIAL, N OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE c' GAS LINE _ _ AND CONDITION PRIOR TO CONSTRUCTION. UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. i SAWCUT LINE STORM DRAIN LINE CONTRACTOR TO PROVIDE NECESSARY MATERIALS TO THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-332-2344 AND THEN POTHOLING ALL i o -�- DIRECTIONAL FLOW ARROW MAKE CONNECTION BASED ON EXISTING SURVEY AND OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY o - - - RIDGE LINE N. TV REPORT. ANTICIPATE THAT EXISTING SIDE SEWER WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS E O v CATCH BASIN \ co IS APPROXIMATELY 3.9 BELOW GROUND SURFACE. Z °' On o �" CATCH BASIN ♦ ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF 0 � I; ■Ii STORM DRAIN \ CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING o (V - 8 1 LANDSCAPE �.\ \ ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. V i