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Plans (85) S 1209-00003 REVISIONS NO. DESCRIPTION DATE RECEIVED LEGEND FEB 14 2019 CITY OF TIGARD _ _ _ _ _ _ - - EXISTING CURB BUILDING DIVISION - - EXISTING PAINT STRIPE City of Tigard Erosion trni EXISTING CATCH BASIN To Schedule InspeCTI0r:,: PROPOSED SIGN, SEE Call (503) 639-41 .j" V ARCHITECTURAL PLANS Initial inspectlOfl Prior to tooth g inspedl° ADA SYMBOL, SEE Finai inspection. ARCHITECTURAL PLANS Prior to final building InSPe o GRADE BREAK .te XXX.XX SPOT ELEVATION x% SLOPE LABEL HMA PAVEMENT ARCH. PROJECT NO. CEMENT CONCRETE PAVEMENT DRAWN D. PHILLIPS CHECKED OFFICE COPS' B. JOHNSON SUBMITTAL DATES CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approve .. OTC: I ] - • PcrmIt#:... 11-=.11.012.-_-=0 3 OrBDATE . Address: 7j0 C 1'+rr'l, 7-111.1-11 Suite#: - - By: 1 i Dane: - 1 - 1 q +/ 1 x xy .2GRADING NOTES. OOF-¢0Oz -er" L'jat / 1. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE AWAY FROM BUILDING AT ALL TIMES. o a z`°+a©F z �C wxaE'ta 1° \// MAIN EXIT MAIN ENTRY /\// 2. EXISTING CONTOURS ARE BASED ON TOPOGRAPHIC SURVEY BY TRV SURVEYING, INC., DATED OCTOBER 9, 2018. Q F �- a 14'0 cnO -VI / \ MAIN EXIT MAIN ENTRY / � w� azz // /// / \ / 3. SPOT ELEVATIONS REPRESENT FINISHED GRADE AT TOP ASPHALT UNLESS OTHERWISE NOTED. 3° o 0 zz/// / i / Qxp ¢co°xrza� �a ¢z // / uQr�a, 0 -/ Z R U F W U W� , _ � �\ -//// r/// - .///// - - 2-/-/Z._ -- _ _ _ _ _ _//// �c -- _ _- = _ _/////// - /7 22/// _ �� SCJ ALLIANCE - GENERAL CONSTRUCTION NOTES: 3 W-w o m Ei x.. I - I 7r- 1 \\ 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PRO,ECT SHALL BE IN ACCORDANCE WITH THE LATEST VERSION w ¢ 3 w x �,ww QxE- I I I I OF OF THE FOLLOWING MANUAL(S) AND DOCUMENT(S): F.. °,a R i , 1- -. -1 -r-, T - TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND DETAILS + I ,`v 1--..- - ,` I �' I I \' IHTTP://WIHW.TIGARD-OR.GOV/CITY_HALL/ENGINEERING.PHP H__i , - 8.00--,- 1 ,� \ , 8.00~-� ," i f i.. I H8.00-.- I "•- 8.00 ��� I 'C rte,- - - - ` - - - - -a�.. ���� __ it ` - -_;� - - - I 2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA. x to - - / ,r 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY NE CITY OF TIGARD IN ADVANCE OF NE Q w c:),, ,,,,4 - Thi COMMENCEMENT OF ANY AUTHORIZED WORK AND TO SCHEDULE REQUIRED INSPECTIONS. ANY REQUIRED INSPECTIONaWcn 00 ITEST WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. UO Q‘--., I I 1/ CO E-1 Ld GCI'l'. I4. THE APPROVAL OF THESE PLANS BY THE CITY OF TIGARD DOES NOT RELIEVE THE CONTRACTOR OR DEVELOPER OF1 THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. • _- J _LT CAUTION -- NOTICE TO CONTRACTOR Z u. H �, _ 9 _ 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE W 7 cA T PLANS 1S BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE �w i""I - W l cag 1 I / I I1///001/0 I RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 48 HOURS PRIOR TO PLANNED ( x a Q `�' ¢' I I 1 I I , I EXCAVATIONS. H o I I It I �� I 1I NI I 1 • I I 6. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING LLI u z z -J I 1 I /00010/ J CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS O RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ■ - -_�,, T 4/. r ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE. LII . 1 // - '- - - - - - - - -��� � - �. off �� lr r - - - -= = ==- ',�: i - - d V l' )) 6.__ �f ._ ff 7. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, DIA, LENGTH, III II 111 III 111 III III III 111 III IU CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE 98.39 98.51 99.01 98.76 II 98.51 III P I98.391 ,99.01 D$7fi , II PROPOSED POINTS OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO - _ 7-. I I �� - _ - - - - - - �� `� ( CONSTRUCTION. dill �r I 4 198.72 dr.. f ��--- II 98.72 f a� ° ° �� / ) 8. PRIOR TO COMMENCING WORK, HE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL 71K1 '� '� �° II I LEt _ I APPROVALS AND PERMITS. .. ' ,/ . , I a�.. II 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, 1 _ so P R 0A-4. `- _ AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. IV �� O �• ° 1l 1 11 10. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM / • I 0 9 un W 86145; - �1 y . , 11 o I1 TRAFFIC CONTROL DEVICES (MUTCD). r ///I /*:�3 2.00 11 I I -r _- -- 2.00 I 11. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS '' �.N - T TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE Giy o� o 1 , °i° / ;7ci ...., . ° ° II , I STORED OUTSIDE OF THESEA q F 3 0, 5 L . '�q/ LE] 0 f4 Ir I REAS. ti a / I• 98.37-- o I I I 12. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR NE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH E I I _- NOT INTERFERE OR HINDER THE PROGRESS 02/01/2019 I THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND / _ 98.61 ... _.. _:::z OR COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS. �° r T L98.33 I1 - 1�°� `, F98.727.00E I 98.619 .33;;; `- r98'72 7 00 1 II 13. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTAWNG ALL MATERIALS, LABOR, AND EQUIPMENT a-zi ij I II NECESSARY TO COMPLETE NE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF Al_..:, rt 1 - - _ T GRESHAM AND THE PROJECT OWNER. _ -=__ - L98.41 - , - -�-- i II I -.FL rt 98.41 14. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL 'PRE CONSTRUCTION' STATE I OR BETTER. -- •,. I II _ 1 I II - I E �„ ,/ 1 ' II I �T� _ 7.00 1 //i 7 tlf} I III 15II . DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES AND BUSINESSES SHALL BE MAINTAINED AT ALL TIMES. M_ _ _= I _ - - 7.00 ♦ \ _ 1 \ \ 7.00 -�-�-- \ \ \ \ II 98.00 98.56 \ N \ ♦ \ \ \ \ ♦ \ \ \ \� �, N N \u 1 ♦\ •; •` 71�{] \\ •\ •\ \\ I \\ \\ N\ \\I \\ \\ \\ •\ 11 \ �♦ \ \ T ♦ ♦ \ \\11 98.00 N \". \ 7:AC N N \ \ 98.56 \ ♦ \ \ I \ \ \ \ 1 11 �\ �♦ \\ \\ T [_,,_, , \ 11 I ♦ \ \ \ i I •\ \ \ \ `I IN \ N N N N \ \ i IL♦ ♦` N\ N\ \ I \ ♦'. \\ \\ I \ N \. \ \ N \ \ \ 1 \ \ ♦ \ \1\ \ \ \ \\ $ IIS \ ; N N N I O C�' \ \ N \ \ \ ♦ \ \ \ N \ 1 ♦ \ ♦ \ \ \ \ 1 \ \ \ N I \ \ \ \ 1' II •\ : ♦ \ \ �S ♦ 'N \ \ 11 iII \ N N `I \ N \!1 97.58 �. \. \� \� �� \1.� \ L98.52 -�- -�- \ N IL__ _..,___ __\____ _�- I ♦ \ \11 J L N. �\ N` I i N N N N I \ N \ N \ : ♦ \ N • /'may' 7 - L r-- 97.58 - -� 98.52 J1 -��s-�- ��( f ff }� ( f ''�(( f(�)� L VALIDITY OF PERMIT I U II I II i I 0 fg4 II I 0 I 0 0 I II I I I I THE ISSUANCE OF A PERMIT I . I II 1 I ( I 11 ' , I BASED ON CONSTRUCTION 0 IL - ly 1 II I u sl 1 II I DOC�IMENTS AND OTHER �J' I I. 11 T I �I - - T �- DATA SHALL NOT PREVENT O 4 �I II I. ! I I . 1 TMr�col�I:o�FICIAI_I=RO cip [..., 8 0 ',,,, n I I 1 C ) 0 I I II 1 I I 1;1 I II i QUlRING THE COC 105.4 0 CORRECTION 0 n 0 1 1 0 CD ERRORS,OSS ) 0 a4 ��I-j �ll _ � it h <L,,,i I� W- - ,� ) u _ : I 11 1 II o 0 11 II I II jI LI. ,, II a ' II = _ I Ii 11 I 4 _ _ ====- _ _ 1 0 I - 1 I I I z '--' 1 I o 1 P E-- 1 II I I I - I I I 1 I I I 1 I I I I I I I I - - - - - - - - I- - - - •A- - I 1 1 I IIti/4 I I 1 I 1 I C) ENLARGED GRADING PLANBASE BID001--;r -Iiiiii \ C11111 111111) ) ENLARGED GRADING PLAN (ALTERNATE BID) r4v Ulig CO 1-.10. 1"-1o' N N O °2 ° NORTH NORTH 0O c.. is be 0 0 3' ASPHALT 5' PORTLAND CEMENT CONCRETE SURFACE4 BAR ® 16' ON cr CONCRETE SURFACE CENTER, EACH WAY ,+-, I a 4 Q a Y �� Y V tl z ,, -41 4 BAR 0 16 ON . • S - . �-t ����.�i�I*I 14,1 epI��� �� + + ` 4' CRUSHED AGGREGATE BASE CENTER, EACH WAY /\ / • •+•+•"• •'•+•w•c 8' CRUSHED AGGREGATE BASE / �� � / �/� IIII c, ~ \`\\ \\ �'. � q /`',lb IIP \/\�.���A \�.\\�/\�/\�/\�A A� PREPARED SUBGRADE 9-- u, \A /\�,�\�/��/��,���/\�/\�,• A� PREPARED SUBGRADE (95X COMPACTION) s (95% COMPACTION) w `r NOTES: NOTES: a ASPHALT CONCRETE: THE ASPHALT CEMENT BINDER SHALL PG 64-22 IN CONFORMANCE WITH OREGON STANDARD PORTLAND CEMENT CONCRETE: SHALL BE BASED ON 28-DAY CONCRETE PROPERTIES, WITH AN ASSUMED MODULUS OF o SPECIFICATIONS FOR CONSTRUCTION (2018) SECTION 745.11 FOR PG 64-22, WITH A MIX OF AGGREGATE MEETING THE RUPTURE OF 625 PSI ANDA MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI. CONCRETE PAVEMENT FOR THIS PROJECT SHALL SHEET TITLE i GRADATION REQUIREMENTS FOR %-INCH ACP AS PRESENTED IN SECTION 745.12, BROADBAND LIMITS FOR DENSE GRADED BE CONSTRUCTED WITH A MAXIMUM JOINT SPACING OF 15 FEET, AND THE LENGTH TO WIDTH RATIO FOR EACH SLAB SHALL N MIXES. THE JOB MIX FORMULA SHALL MEET THE MIXTURE REQUIREMENTS FOR LEVEL 3 AS PRESENTED IN SECTION 745.13 OF NOT EXCEED 1.2:1. LONGITUDINAL CONSTRUCTION JOINTS SHALL HAVE #5 TIE BARS 30 INCHES LONG AT 30 INCHES ON THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (2018). CENTER, AND TRANSVERSE CONTRACTION JOINTS SHALL HAVE STEEL DOWELS SPACED AT 12 INCHES ON CENTER. DOWEL SIZE _77- ff AND LENGTH SHALL CORRESPOND TO THE TABLE IN ODOT DET1600. HE REINFORCEMENT DEPTH SHALL BE AT APPROXIMATELY GRADING CRUSHED AGGREGATE BASE: CRUSHED AGGREGATE BASE COURSE CONFORM TO GRADATION SPECIFICATIONS PRESENTED IN HALF THE THICKNESS OF THE CONCRETE SLAB. STEEL FOR LOAD TRANSFER SHALL BE BASED ON OREGON DEPARTMENT OF OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (2018) SECTION 02630.10, DENSE GRADED TRANSPORTATION (ODOT) STANDARD DETAIL DET1600. CONTRACTION JOINTS SHALL BE SPACED AT MAXIMUM INTERVALS OF 15'. PLAN Q AGGREGATE, GRADING 3/4"-O WIN THE EXCEPTION THAT LESS THAN 8 PERCENT PASS THE NO. 200 SIEVE BY DRY WEIGHT. CONSTRUCTION JOINTS SHALL BE PLACED AT ALL PAVING INTERRUPTIONS, E.G. END OF DAY OR EQUIPMENT BREAKDOWN. CRUSHED AGGREGATE BASE: SHALL BE CRUSHED AGGREGATE BASE COURSE CONFORMING TO GRADATION SPECIFICATIONS "4111.110- COMPACTION OF ASPHALT AND BASE COURSE: ALL SUBGRADE AND BASE COURSE MATERIALS SHOULD 8E COMPACTED TO AT PRESENTED IN ODOT STANDARD SPECIFICATIONS SECTION 02630.10, DENSE GRADED AGGREGATE, GRADING 3/4-INCH MENUS. 'IOW-+ fr cn LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. ALL BASE COURSES BE PROOF-ROLLED WITH A LOADED DUMP TRUCK PRIOR TO PLACING THE FOLLOWING LIFT OF MATERIAL. ASPHALT SHALL BE f it ccLi)L,_, COMPACTED TO 92 TO 97 PERCENT OF NE RICE (THEORETICAL MAXIMUM) DENSITY. COMPACTION: ALL BASE AND SUBBASE COURSE MATERIALS SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION, -1111110- AND AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557, SHEET cn S CJ I� LLIAN C E % SLAB EDGE: SEE DETAIL 4 AND KEYED NOTE 40 ON SHEET SD2 FOR CONCRETE PAVEMENT SECTION O V c. G_ 0 1 N i., Q HMA PAVEMENT SECTION CONSULTING SERVICES CEMENT PAVEMENT SECTION - 1 _, - CODE INFORMATION GENERAL NOTES REVISIONS - - "- - - - _ _ `J 2014 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 1. GENERAL CONTRACTOR SHALL PROVIDE SECURE STORAGE F _ _ _ _ _ _ s - - - '- - " �' - . .. -- - - - - - 2009 ICC A117.1, CHAPTER 4 AND STAGING AREA PER SPECIFICATION SECTION 015000 I �� OREGON DEPARTMENT OF TRANSPORTATION REGULATIONS TEMPORARY FACILITIES. COORDINATE LOCATION WITH 1 � - - 4 2018 CITY OF TIGARD, COMUNITY DEVELOPMENT CODE CHAPTER 18.310 WINCO'S CONSTRUCTION MANAGER. - -_ $\c'oc,1 2. IF CERTAIN SITE WORK IMPROVEMENTS ARE COMPLETE, G.C. SHALL PROTECT ALL COMPLETED GRADING, UTILITIES J0' AND FINISH SURFACES FROM DAMAGE DURING BUILDING 2 12 CONSTRUCTION. i © PROJECT • ! 3. GENERAL CONTRACTOR SHALL PROCURE ALL PERMITS AND c \ SITE > CONTACTS PAY ALL APPROPRIATE FEES FOR CONS/ TRUCTION OF THE / • PROJECT. ALL WORK SHALL CONFORM TO CITY, COUNTY 1 M /' �� THE FOLLOWING FIRMS DEVELOPED THE BUILDING CONSTRUCTION DOCUMENTS AND STATE AUTHORITIES HAVING JURISDICTION. / sw DARTMOUTH sT4. PRIORTOBIDDING, CONTRACTORSHALLBECOMEFAMILLARil �' ARCHITECT: OWNER: WITH ALL SITE CONDITIONS THAT AFFECT BUILDING / 0 a w CHAD E. POLLOCK,NCARB WINCO FOODS, LLC CONSTRUCTION. / j I217� '� 5200 W. STATE STREET 650 N. ARMSTRONG PLACE , � BOISE, IDAHO 83703 BOISE, IDAHO 83704 f / 3 PHONE: (208) 345-1462 PHONE: 208-377-0110 / % / \ �' FAX: (208) 345-1532 FAX: 208-672-2146 �� J �\ / Ar :410 I � � / EMAIL: lee. 1 E sarc�h.co�m CONTACT: DAVID VAN ETTEN, VP CONSTRUCTION - @p KEYED NOTES ARCH.PROJECT NO. il - - - / f % ! CIVIL ENGINEER : 19. EXISTING CONCRETE INDICATEDLAB OR WALK TO REMAIN. 1803 SCJ ALLIANCE DRAWN j i' f ! PROTECT DURING CONSTRUCTION. . -I ! VICINITY MAP NORTH 8730 TALLON LANE NE 20, EXISTING CONCRETE PAD AND FLAGPOLE TO REMAIN. D.M./C.S. ;, LACEY, WASHINGTON 98516 PHONE: (360) 352-1465 21. EXISTING LANDSCAPE AREA AND CURB TO REMAIN. CHECKED 1 / / ' ' •I FAX: (360) 352-1509 35. NEW ACCESSIBLE SIGN TO BE MOUNTED TO (E) POST AND BOLLARD, RE: SD1-1. L.L.IC.P. CONTACT: BRANDON JOHNSON 37. NEW ACCESSIBILITY SYMBOL, RE: SD1-3. I 38. NEW'VAN ACCESSIBLE'AND 'WHEEL CHAIR USE ONLY'PARKING SUBMITTAL DATES 1 / ' I EMAIL: Brandon@sheacarrjewell.cam SIGN ON EXISTING POST, RE: SD 1-1. • 40. NEW 5" CONCRETE WI#4 REBAR @ 16" O.C. EACH WAY OVER 4" COMPACTED 1 / , - (TO 95% STANDARD PROCTOR) CRUSHED AGGREGATE. SLAB TO HAVE SLOPE 1' a INDEX NO GREATER THAN 2% MAXIMUM SLOPE IN ALL DIRECTIONS. TAPER NEW _ i DRAWINGS (N)ACCESSIBLE CONCRETE SLAB BEYOND ACCESSIBLE PARKING SPACES AND ACCESS AISLE OTB DATE PARKING41) F O L� . `- INTO EXISTING ADJACENT A.C. PAVING SLAB AS REQUIRED. CONSTRUCT 10 IMPROVEMENTS TO ACCESSIBLERESERVED PARKING SIGN, SD2 ARCHITECTURAL SITE PLAN & DETAILS TURN DOWN EDGE ALL AROUND,RE: SD2-4. NO. R7-8 , BOLT TO SD31,,,,,,;;,;,_":.:42:::1:v//////, ACCESSIBLE PARKING PLAN BID ALTERNATE NO. 2 41. NEW ACCESS AISLE AND PARKING STRIPING AS REQUIRED WI EXISTING WINCO STORE NO. 23 PARKING EXISTING POST. CG-01 SITE GRADING PLAN 4" WIDE STRIPING. PAINT (2) COATS 'TRAFFIC WHITE' W/7 MIL. DFT PER COAT. ,/,, ///// ::: 43. REMOVE ACCESSIBLE PARKING SIGN (BOTH SIDES). EXISTING 7501 DARTSMOUTH STREET EV (N) "VAN ACCESSIBLE" POST AND BOLLARD TO REMAIN. PROTECT DURING DEMOLITION 0 p SIGN NO. R7-8P WHEN PAINT SYMBOL OF EXISTING A.C. PAVING. x F-o N NOTED, BOLT TO TRAFFIC WHITE. 44. REMOVE EXISTING PORTION OF PLANTER AND CURB AS REQUIRED ° z TIGARD OREGON 97223NiPic)(4 EXISTING POST 31- 011 PAINT(2)COATS W/ FOR NEW ISLAND CUT THROUGH. ADJUST IRRIGATION LINES IF REQUIRED. VAN WHERE OCCURS. E � 7 MIL.DFT PER 45. NEW PLANTER CURB TO MATCH EXISTING WIDTH AND PROFILE. o a a x COAT, 3"MINIMUM 47. CONSTRUCTION LIMITS OF EXISTING A.C. PAVING TO BE REMOVED F A t( o ACCESSIBLE (N) "WHEELCHAIR USER STROKE WIDTH. AS PART OF THE SURFACE GRADING OF NEW PAVING& CONCRETE, RE: CG-01. o 4,,m u I , , ONLY" SIGN NO. OR7-8C 51. ALL EXISTING DRIVE AISLE STRIPING, H.C. STRIPING & SYMBOLS WILL BE E w¢ 5 a 0 � \ WHEN NOTED, BOLT TO PAINT BACKGROUND REMOVED WHEN EXISTING A.C. PAVING IS REMOVED. o c a WHEELCHAIR EXISTING POST WHERE INTERNATIONAL BLUE 52. RE-PAINT DIAGONAL & BORDER STRIPING(BORDER, SPACING&LIMITS ¢ o V v�• USER ONLY OCCURS. RETRO-REFLECTIVE. WITHIN DRIVEWAY TO MATCH EXISTING.) OVER NEW OR EXISTING A.C. on', o 0 0 3 CJ PAINT(2)COATS W/7 PAVING AS OCCURS PAINT (2) COATS TRAFFIC WHITE". 9 7 `r' MIL. DFT PER COAT 54. LINE OF NEW A.C. PAVING, RE: SD2-6 & CG-01. n �~cl,S8 6 1' -6" / 62. REMOVE EXISTING STRIPING FOR ACCESSIBLE PARKING/ROUTE. l 0 E W 3 WIDE BORDER, 63. EXISTING DRAIN TO REMAIN AND TO BE PROTECTED DURING NEW 3 w m '71) (E) SIGN POST AND PAINT TRAFFIC WHITE CONSTRUCTION. � RETRO-REFLECTIVE. _ I MAIN EXIT MAIN ENTRY BOLLARD I � 'a PAINT(2)COATS WI 7 i MIL. DFT PER COAT I I S; _ / 0 PARKING RECAP 0 o �A ' ' A PAINT (E) BOLLARD WI TWO 0 �y `,/ ceti I 1 {2} COATS TRAFFIC YELLOW �+ T BASED ON NEW ADA HANDICAP PARKING CONFIGURATION, O * Cl) L _ . 4 1 _ AC C E S S IB 1LITY SYMBOL THE PARKING STALL CALCULATIONS REMAINED UNCHANGED. J �I ('3 �?m 1fy - I b 3/4"0 = 1'-0" EXISTING TOTAL PARKING PROVIDED: 491 STALLS. (!� icg 1 I © TOTAL PARKING PROVIDED AFTER H.C. PARKING UPDATES: = 4C ''" N ODI I D 491 STALLS (UNCHANGED}. H 1 I 6 = 0 '� N h,, .4 i 1 � 1 SD i � ( f a� I II ! {( - ) TOTAL EXISTING HANDICAP PARKING REQUIRED 9 STALLS H w Z N 1 , il I — r TOTAL EXISTING HANDICAP PARKING PROVIDED 10 STALLS z W H ck 3i tl I im ® l ® J I • f- (I 71 ® 1 PROVIDED (ta, IAP PARKING PR ¢ CC w 't 2 TOTAL NEW HANDICAP W [-� cn a 1 /'�%//�/.t l�l����� I I ! J �� PER THE NEW PARKING CONFIGURATION: 8 STALLS z � [�-� _ I ® ® ® I I I W vn cv 1 I 7 I f- ! TOTAL NEW VAN ACCESSIBLE/ WHEEL CHAIR USER PARKING STALLS a j I ® /. I I ,� REQUIRED: 2 STALLS * o a 1 1 I 1 TOTAL NEW VAN ACCESSIBLE 1 WHEEL CHAIR USER PARKING STALLS o x 1 �ele 1 PROVIDED: 2 STALLS I R, -_ _ - �r.1 ) , NOTE: MOUNT SIGNS AS HIGH AS POSSIBLE ON EXISTING POST. �1 1 0 � �� �;' � ',� i; ;! A �~ MAINTAIN 60" MIN. A.F.G. TO BOTTOM OF LOWEST SIGN. ll 14 �--/1 l_� / 1` ACCESSIBLE PARKING SIGN ,s ACC S S �,� 1 (-28 42 OVER_ \26 (22 . I 24 26 . 14 ! 1„ 1'-0" ( CH P. ..+. I I ! 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ENLARGED DEMOLITION / \ ( ) 1 , 1 1/16” = 1'-0” NORTH ` 1 0 Itll tO) -- - , (;) 10 1 r ,=�� a (12) © 'i A 4111 la r r I � / / �� 1� © 111 , , ,' // / / / / /' / j 7/ / / „ , r 1 ; / r I I 54 !, 54A . ,,)--. =----- ----._._________ --_ _._ _ ,_ , __ i 117 0 „ 5 45 ,:r4;1::;,...,,,-.6: 0 � 20 ---_______---------_____ --____________ --, ,_____ 1 0 -___ :--- -____________ -, t------- ---„__ --____ 1 ' / / / / / / / / / / / / ,ill ' / ,/ // /'741-••• ;,,i //'/Pi ______ ---_______ /I „ ,. t.'i.” ,.- , ),1I 0 , __________ j3:7-) - 'Pi,, , -- ,--- ' _:--- -______ / / EL/ - ,- E __ _ , , , : al - __________T---- --,___:--- -____ --____, -,, , 38 r , 35 Ott *. :._ f 38� , � _„_ R — a_._..� ... " �V/ 35 ` i CITY of TIGARD --_ ___T----- --___ ---- W --_____ __,„ —. ..... 401,1050 41 � �, %� ! ---v"---7,7/ Approved Planning —,____:--- ,//� . �� % / / •f / b Date. 19 --, rT initials: -- _. / _.,• --_____ - ______, --______ _ 8 otiTH-,_____:---- __ ____,__ _ �� c / o i _ 54 SHEET TITLE _ 35 r ,5 � i +� 35 6� -------,-- sr 5470---„,-(3--5 �E r _ _ I i, -, 7,7---„ _. - '5,5 - -_3 ;_ 3� ; E o 1T I_ -�• 41 ACCESSIBLE --,_______ Ocr\c________ _ _ 1 / _ __ , __ ,._ 79),-- di PARKING PLANS & �� // V777/7//1 , / _ 54 DETAILS I j �IT 2" 4' 0' 16' b" •� 54 � ` SHEET a MSITE PLAN ENLARGED PARKING PLAN / \ SD2 ARCHITECTURAL / \ 61/16" = ,_ „ NORTH m 1" = 30'-0" ' NORTH ' 1 0 ON E)4 N m N , , 0 GENERAL NOTES REVISIONS , - - - _ _ rzz ____ __ _.. . . __ _____ ___ _ _ _ • •• •••• • . w. ... - -- •__ _ _ „_„ - _ ._._ - - 1. GENERAL CONTRACTOR SHALL PROVIDE SECURE STORAGE - - ` - - -- AND STAGING AREA PER SPECIFICATION SECTION 015000 _-. 1' - 0" TEMPORARY FACILITIES. COORDINATE LOCATION WITH WINCO'S CONSTRUCTION MANAGER. " 2. IF CERTAIN SITE WORK IMPROVEMENTS ARE COMPLETE, J (N) ACCESSIBLE G.C. SHALL PROTECT ALL COMPLETED GRADING, UTILITIES , 0PARKING SIGN, AND FINISH SURFACES FROM DAMAGE DURING BUILDING RESERVED / 0 2 - PARKING NO. R7-8 , BOLT TO CONSTRUCTION. ` • c zoEXISTING POST. 3. GENERALCONTRACTORSHALLPROCURE ALLPERMITSAND / � PAY ALL APPROPRIATE FEES FOR CONSTRUCTION OF THE /I 0 "VAN ACCESSIBLE" (N) PROJECT. ALL WORK SHALL CONFORM TO CITY, COUNTY \ / SIGN NO. R7-8P WHEN AND STATE AUTHORITIES HAVING JURISDICTION. /A / NOTED, BOLT TO li K �� ° I EXISTING POST 1 4. PRIOR TO BIDDING, CONTRACTOR SHALL BECOME FAMILIAR 1 0 / WHERE OCCURS. WITH ALL SITE CONDITIONS THAT AFFECT BUILDING / ,, VAN CONSTRUCTION. / ACCESSIBLE (N) "WHEELCHAIR USER / , , ONLY" SIGN NO. OR7-8C / ! .• / WHEN NOTED, BOLT TO [ I �' 111 WHEELCHAIR EXISTING POST WHERE / i 0 . ---- / 1� i% �, USER ONLY OCCURS. KEYED NOTES I I 11 I ARCH.PROJECT NO, / / i 11-6" 2. PROPERTY LINE AS INDICATED BY -- -- -- - 1803 19. EXISTING CONCRETE SLAB OR WALK TO REMAIN. DRAWN � / '' 3AB' I 1 w (E) SIGN POST AND PROTECT DURING CONSTRUCTION. - BOLLARD 20. EXISTING CONCRETE PAD AND FLAGPOLE TO REMAIN. D.M./C.S. liqr 21. EXISTING LANDSCAPE AREA AND CURB TO REMAIN. CHECKED T'I 35. NEW ACCESSIBLE SIGN TO BE MOUNTED TO (E) POST AND BOLLARD, RE: SD1-1. L.L./C.P. O 0 37. NEW ACCESSIBILITY SYMBOL, RE: SDI-3. SUBMITTAL DATES PAINT (E)BOLLARD W/TWO 38. NEW VAN ACCESSIBLE'AND 'WHEEL CHAIR USE ONLY'PARKING �� -� - (2) COATS TRAFFIC YELLOW PAINT SYMBOL _- / TRAFFIC WHITE. SIGN ON EXISTING POST, RE: SDI-1. 3' 05" I I - 40. NEW CONCRETE W/#4 REBAR 16" O.C. EACH WAY OVER 4" COMPACTED � � _ _ _ lakPAINT (2) COATS W/ @ - I ' ` ` '� 7 ' f i' 7 MIL. DFT PER (TO 95% STANDARD PROCTOR) CRUSHED AGGREGATE. SLAB TO HAVE SLOPE II COAT, 3"MINIMUM NO GREATER THAN 2% MAXIMUM SLOPE IN ALL DIRECTIONS. TAPER NEW _40 ., STROKE WIDTH. CONCRETE SLAB BEYOND ACCESSIBLE PARKING SPACES AND ACCESS AISLE OTB DATE , i INTO EXISTING ADJACENT A.C. PAVING SLAB AS REQUIRED. CONSTRUCT 10 IMPROVEMENTS TO ACCESSIBLE PARKING FOR. N - PAINTBACKGROUND TURN DOWN EDGE ALL AROUND, RE: SD2-4. ,, f INTERNATIONAL BLUE 4I. NEW ACCESS AISLE AND PARKING STRIPING AS REQUIRED WI EXISTING WINCO STORE 110. 23 f - RETRO-REFLECTIVE, 4" WIDE STRIPING. PAINT (2) COATS TRAFFIC WHITE' W/7 MIL. DFT PER COAT. -- PAINT (2)COATS W/7 43. REMOVE ACCESSIBLE PARKING SIGN (BOTH SIDES). EXISTING 7501 DARTSMOUTH STREET A MIL. DFT PER COAT POST AND BOLLARD TO REMAIN. PROTECT DURING DEMOLITION ° V OF EXISTING A.C. PAVING_ M -z o N 3" WIDE BORDER, 44. REMOVE EXISTING PORTION OF PLANTER AND CURB AS REQUIRED ° F�c'8 8 TI lJ A� OREGON / 22 PAINT TRAFFIC WHITE FOR NEW ISLAND CUT THROUGH. ADJUST IRRIGATION LINES IF REQUIRED. 'rA,.U Q z I �= ------------- RETRO-REFLECTIVE. 45. NEW PLANTER CURB TO MATCH EXISTING WIDTH AND PROFILE. z O N 3 o a z PAINT (2)COATS WI 7 47. CONSTRUCTION LIMITS OF EXISTING A.C. PAVING TO BE REMOVED , 1g0 ° MIL. DFT PER COAT AS PART OF THE SURFACE GRADING OF NEW PAVING & CONCRETE, RE: CG-01. x q 4 � 51. ALL EXISTING DRIVE AISLE STRIPING, H.C. STRIPING & SYMBOLS WILL BE W z Q c. NOTE: MOUNT SIGNS AS HIGH AS POSSIBLE ON EXISTING POST. ¢ a t� MAINTAIN 60" MIN. A.F.G. TO BOTTOM OF LOWEST SIGN. REMOVED WHEN EXISTING A.C. PAVING IS REMOVED. a Q A n ' 52. RE-PAINT DIAGONAL & BORDER STRIPING (BORDER, SPACING & LIMITS ¢ o°,, n / WITHIN DRIVEWAY TO MATCH EXISTING.) OVER NEW OR EXISTING A.C. 2 o 'z o F 8 9 O ! ACCESSIBLE PARKING SIGN ACCESSIBILITY SYMBOL PAVING AS OCCURS PAINT(2) COATS "TRAFFIC WHITE". 4W-' 81 E ; - �' 54. LINE OF NEW A.C. PAVING, RE: SD2-6 & CG-01. ot z -�' I 1" 1 0 3/4" 1 0 62. REMOVE EXISTING STRIPING FOR ACCESSIBLE PARKING/ROUTE. In R c5 o o c a o 1 ; 63. EXISTING DRAIN TO REMAIN AND TO BE PROTECTED DURING NEW a a CONSTRUCTION. MAIN EXIT MAIN ENTRY 7 � 1111111 + , A , : ; , : 0 ON A - I �--- f M I -- 1 _ 97/ _ PARKING RECAP _IH I 5 CONCRETE SLAB #4 CONT. BAR NEW AC BASED ON NEW ADA HANDICAP PARKING CONFIGURATION, (� a o THE PARKING STALL CALCULATIONS REMAINED UNCHANGED. J = a 0 CO i � D0 OVER 4" COMPACTED @ 16" O.C. PAVING EXISTING TOTAL PARKING PROVIDED: 491 STALLS. � � O GRANULAR FILLal i 0 ~ I _ 1 D3 TOTAL PARKING PROVIDED AFTER H.C. PARKING UPDATES: cL E: - 1 _ 1. 491 STALLS (UNCHANGED). _ + W " - - r 'I i II _.__ O? , µ Il - °.e v •+ 9 ° $e. - eee '` au ea _`- _ a _ .d-. J till :` . .-- d - TOTAL EXISTING HANDICAP PARKING REQUIRED 9 STALLS /17 / ���� I _ TOTAL EXISTING HANDICAP PARKING PROVIDED 10 STALLS ! Wri p, 1NMI. 111111 -'„ � � • • H Q •Y_ a - _- I ® ® --...... 1 #4 BAR .e 4 TOTAL NEW HANDICAP PARKING PROVIDED O N I Ei ® I I 16" O.C. , PER THE NEW PARKING CONFIGURATION: 8 STALLS a I * v://01� EACH WAY 1 % I I / 5" A.' _ 1'-0" 2 #5 TOTAL NEW VAN ACCESSIBLE/ WHEEL CHAIR USER PARKING STALLS o x \N �.\ \'`\�� \','\A vvv \ I �`v\'V\\ \ -\ -�A v.�:` -\v y. v \N. 1CONT. REQUIRED: 2 STALLS I U R \\,-\ AyV�\� �� �,�� _, `=` , _ TOTAL NEW VAN ACCESSIBLE 1 WHEEL CHAIR USER PARKING STALLS BARS w a c_ PROVIDED: 2 STALLS 14 `' LI .. -_, L J THICKENED SLAB EDGE I 4 1 1/2" = 1'-0" E 1_ 0--, 44 ' ' 28 126 26 124 26 14 - - ci-iPOL .�, I - .'".- I 1301 ' IDAHO 01 LIC 4#6379 oy a 9 El! :l ?i 3 } l OF 0C6A - MI= r\ \ \ \\�.\ \� \ \\,\\\ WI \ rr:_---- ` _ , - i r Y J i ` L I 111 1 ///4/////7/>>•/////////////////f / / -_ Ix///f/// //////////////////////1///) /// Y//iii/////////////////////4,,,I /// , „ /////////////////////,,,,,A 19 I , /// /////// /////////////J//i li �I 3 ` -41 - -- /, 62 /,/,/,/////„,,,,,V,,/,) 47 - __ 0 ,,,,, (_, r _ . ////1/ //////// ////////i////1//A ----- / //////////////////// 0 r'1 L___, ( 0 1 _.) 0 c: 0 `' WH \,„ 410 J 410 44 ////////// rd kr /i /v„„„„/„„,/„„,/„„.0 ///, 44 ,j0 20 4:10 _ .___•1 1 ., (_, J L-I -. , //////� 111L11� _. rn ,yv\\\\ \ ) , --- - N 24 , . i ,_,) M E-1 N I_ / .1 1, N Up coy. 43 •.- 43 I 43 f/A _ 0 26 26 26 II 26 26 /r ,� 43 r �t71 ( _ ; Ik/////////////// ///////////iii/1 r/////////A, ,_„ „ 47 r� .•I 1//////////// /_,///://) //// /// `1' 4.1 47 L1 L/_1 L/_1 /rGI uJ ! 11 L/1 L/_L O I� ,_____. `` _� .L_ _ ___. 51 t 43 43 43A 43 63 0 _.) ____.- ) 0 I - - 1/////// ////////// /I I Q _ 0 p �_L, w �% //// ////////// // \, -\) Fi/5 I 47 4 T---' .4'' ------- /2/// /Z,///2 .'7/.7 / \\„\\,\\\ .\\,\\\\.\ <_ .<__y 4 z_<.z.z.. v__/_\. _i_<___/' CO ___ , 144 -, `‘,. \\ \\i.\\\\ \ I \ \\ \ \N\, \\ \ \ ' \ 8 8 8 \ ) 7 - -- re ! 14 ;11 0 iI I J 1 - �_ -- 1 ( I0 ENLARGED DEMOLITION PLAN BID ALTERNATE NO. 2 r___-_---- r I -__...- i Ij _ _.__ JJ - -- 1/16" = 1'-0" NORTH ` 1 I 1 CD 40) 10 CO e_. 1 % � © A - --. ----__._.._ - __________ CIII) el_ , ___________ ........_ _____ I , , ________,____ L_______,_______ -- 1 `� _______ _ __________„_________ ____ _ -.:.;.___:„:___________ ( ' l 0 ,, ,,,,, /,.././///// / / „..., ///,... ________ ---„„ ,____________ 1 ______,___ _______ ----- ______...____________=----.___,__ /. / , ,, , , , , , ,, , ,, , /,/ , ______:.„. ..„ _______ . _ . - .. //r7/,, /////././ ./„. ,,, , / /7„...//_ //,,,./ /... /. .7,/ , /,,, ,,/ ,„7„,‘,„„ __ it CI �_ 1 f -� l I 54 ,J .-'! t„/„ /////�j, 54 7/ 7 / / I i - / - _.'. 40 -0" ` 4___________ ________ ____________ ____________ _________ _...._ , . _ „5 / 45 , i'-0 40 E-20) 0, / ///, „, 7 // /, .., ,./ 74,... / / 7 I -1 1 1 ____ . .- -,,,, / .7 . .y „ ,/ ,/, ./.../ ./.// , „/ f.,..„,..,,:...:, . . ....::„ . ./ / ../ . , . . „, 1 1, _________ ' /It gli l-". • _______ 1 ( - - -- - / , _1 EI ___________ ___________ ___________ __________ ___ i. ii'io co , , ::*- • Illi r _ ------7 • Z,(__ _ .,.,,,,, -� . . y ._ - - ,____„/ ., .--- ,,,,__ _ , ,,,,-.,=, -/ / ,_FT'-4,-,::',:mr-i4 . Cs CD . -: - --- --- A/Or ------_____ ____ _. -" S III 40 � 40 -______ ,DA04 V / i ; ;'//,_ . a. - , , ir// / -- / .///,-,,,,,',;-/./,/,/,/_ N c, . ir4,2 , - -0,1 ;,:::!:/.:77/'_/,_ ----_____ - 0 tiitij �-� _�� �-� i o 63^ _ c, S4 SHEET TITLE • ,."__, ._ c. _____ _________________ ___ ___ . •---,..... 46, -,t, __. ,__ ::1,:r._/..,,:i.:.'1,,/,:;/• _____ _______________ ® o -- Irk' , 17'-0' -' o' 1T-0" 41 ACCESSIBLE __ ________ 4,--- 54 -_ S rb � ., _. PARKING PLANS & � u //A, o 40 54 DETAILS �_ __ - -- b, \ . ,� 54 BID ALTERNATE -- --�� �, � 1 41 17, 2„ 4' o`',�: 16'-6" '\-- �,�VA�.�� �`�A\� ��-\\\\\ \ �� ` NO. 2 , -, , 54 = 40 \ 1A \, �v A w, , SHEET a M 00 m ARCHITECTURAL SITE PLAN BID ALTERNATE NO.2 / "N ENLARGED PARKING PLAN BID ALTERNATE NO. 2 SD3 °` 1" = 3 0'-0" NORTH 4 6 1/16" = 1'-0" NORTH O N rn N