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Plans (86) S 112020-00001 SITE PLAN NOTES 1. REVIEW CONDITION OF EXISTING CONCRETE FLAT WORK AND CURB, REPAIR AS REQUIRED. SEE DETAILS 1 THRU 4 SHEET C2 FOR CONCRETE CURBS AND FLAT WORK. 2. NEW CONCRETE FLATWORK TO HAVE #4 BARS AT 16" O.C. E.W. OVER 2" OF SAND 3. REVIEW CONDITION OF EXISTING CONCRETE FLATWORK AT DRIVE THROUGH LANE AND PARKING LOT, REPAIR AS REQUIRED. 4. RE-STRIPE PARKING SPACES AND DIRECTIONAL ARROWS AS REQUIRED. 4101FA / 5. G.C. TO REVIEW CONDITION OF LANDSCAPING INCLUDING BUT NOT LIMITED TO; EX. / LAWN, TREES, SHRUBS, PLANTING BEDS, LANDSCAPE TIES, FENCES AND DECORATIVE /,L WALLS AND IRRIGATION SYSTEMS AND REPAIR AS REQUIRED. /.., fi. SEE DETAILS 1 AND 2 SHEET C2 FOR CONCRETE CURB AT WALKWAY AND LANDSCAPE AREAS. / 7. SEE DETAILS 3 AND 4 SHEET C2 FOR CONCRETE FLATWORK TOOL JOINT AND / EXPANSION JOINTS. / 8. CURB RAMPS SHALL BE MAXIMUM 6" HIGH AND 6'-O" LONG WITH MAXIMUM 1:12 ARMET DAVIS NEWLOVE & / SLOPE. / / 9. ACCESSIBILITY DETAILS ARE LISTED ON SHEET C2 FOR COMPLIANCE PURPOSES. ASSOCIATES, AIA ARCHITECTS VERIFY AND IF NONE EXIST, PROVIDE. IF DAMAGED/UNREADABLE OR NON-COMPLIANT, / REPLACE. 1330 OLYMPIC BLVD. 10. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE / / CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. (CHAPTER SANTAMONICA,CALIFORNIA90404 / / 4 ACCESSIBLE ROUTES). PH 310452-5533 FAX 310450-4742 / o 11. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SERVING / / \ THEM SHALL NOT BE STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME REV. DATE DESCRIPTION LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT / / / /.: \ PERMITTED. (CHAPTER 4 ACCESSIBLE ROUTES) DETECTABLE WARNING PRODUCT 12/10/19 BULLETIN1 APPROVAL - ONLY APPROVED DIVISION OF THE STATE ARCHITECT, ACCESS / / \ COMPLIANCES/AC) APPROVED DETECTABLE WARNING PRODUCTS AND DIRECTIONAL / 0 / SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ICC: CHAPTER 4 ACCESSIBLE / / \ ROUTES. / / 12. PROVIDE UNAUTHORIZED VEHICLES I ACCESSIBLE SPACE SIGN IF NONE EXIST. SEE / DETAIL 12 SHEET C2. / ' 13. RE-STRIPE PARKING LOT IN KIND PER CITY OF SAN JOSE. RECEIVED / A . / 1H' \ 14. PRESSURECLEANDRIVE TROUGH LANE. + + + + + + + 15. REPAIRBROKENANDCRACKEDCONRETENDFLATWORKTYP. THROUGH-OUT. / / + + + + + + + T . 16. TRASHYARDNOTES: JAIL $ 2020+ + + +�•.+� + + + + + + 1fi.1. REPAIRCONCRETEAPRONATTRASH YEARD / / + T + + + + + + •� 16.2. REPAIR AND RE-PAINT DOORS, AND GATES. CITY OF TIGARD / / + + + °FM°(EJ ROOF=&mum* +`- Q + + 17. PAINT ALL PARKING LOT LIGHTS, REPAIR FIXTURES AS REQUIRED. BUILDING DIVISION :„ / / + + + INCLUQIwGsxiLuuNsFaQ + �� ++ 18. REPAIR MENU BOARD, PARKING LOT SIGNS, REPLACE FACES, AND PAINT SIGNS BLACK. + + + + + FQITIQN h�N16�10 now + + + + +�-�+ + + / / + + + + + +� + + + + + + + + ' REPAIR DAMAGED CONCRETE AT BASE. / / + + + + + + + EAs �� + + + + + + + + 19. PAINT PYLON SIGN POLE BLACK AND PAINT CABINET SILVER. + + + + + + + + + + + + + + 20. G.C. TO REPAIR ALL POT HOLES AND CRACKS IN PARKING LOT, PARKING LOT TO BE :010 / / + + + + + + + + + + + + + + PROTECT PLAN THIS SEAL COATED, AND STRIPED. / / PORTION OWE rlusu + + + + + + + + + + + + + + + + + + + + + + + 21. G.C. TO REPAIR LANDSCAPE AS REQUIRED, DEAD PLANTS TO BE REPLACED AND G.C. / / + + + ,� + + + t + TO VERIFY IRRIGATION SYSTEM IS IN GOOD WORKING AND REPAIR/REPLACE AS / / + + + + + - ROOFLINE eE IIP + + + + + + + + REQUIRED. O / 22. EXISTING LIGHTS AS SHOWN. NO CHANGE. / _'� , - + + + 23. DIMENSIONS SHOWN ARE ROUGH AND FOR REFERENCE ONLY AND NEED TO BE L!j f OF TIGARD- fc�- - f `--r + + VERIFIED IN THE FIELD + + _i_ X03 ne, +�I \, + + 1 + Ap �:ved Planning SCO\#\ + + + _ + T G / + + + Date: _./+ + + W PROJECT INFORMATION Initials: :. ,_ _ Q�. - + + ++ + + W o + / / >r� + + W w W W (E) BURGER KING RESTAURANT Ate. / / 00 ;,♦ TO BE RENOVATED �0 \ ' (N)NBC exam p (N) .COMP FOR POWER h .. JOB DESCRIPTION: SITE WORK - REWORK WALKWAY, ACCESSIBLE / / $O + / 9 �� f * * & w .. 3,788 S.F. \ \ CON 4FOR DATA-au�c TO 9 PARKING SPACES TO BRING THEM UP TO CODE, AND AS NOTED. 3 + + O W y (APPROX. INCL. GREENHOUSE) \ DRIVE RU"""°°'" / / + + % (C)O1 PROPOSED: 3,252 S.F. NT T(:IITC:TG ORDERTHRu sbHFlRUA uNr ANo QAu LEEXTERIOR RENOVATION - IMPROVE BUILDING WITH CEMENTI110US (E) SIDING BOARD, TRIM AND PARAPET COPING. (N APE (N aP"Po` VALIDITY' OF PERMIT (�7 " AREA Cf(� (�SI EWALK/RwP ,CPATHZONING: COMMERCIAL PEDESIAN, FACILITY IDENFIER; 2698 THE ISSUANCE OF A PERMIT -FG HOUSE m :x �� / / - `":u=,,- I TO FIE REWORKED FOR ADA � =$a + ++\ ��ik. s `, ♦ ZONING ABBREVIATION: CP DEVELOPED AS PD. i %//- �l `� BASEDONCONSTRUCTION�, y `� (N}RAIL 1 I/ 36"HIGH/ \ s �� LOT AREA: 105,415 S.F. (TOTAL CENTER) DOCUMENTS AND OTH1=R / / / + I e DATA SHALL NOT PREVENT / / + � - .r 1 ,, �� BUILDING AREA: HE CODE OFFICIAL FROM , 3,768 S.F.S F GROSS FOOTPRINT EX + A 3,234 S.F. GFA AFTER DEMO. OF GREENHOUSE / / + d , . ', mows(E) AAA PARKING REQUIRING THE CORRECTION t + + �; ' STALL-G.0 TO VERIFY(E) + + + - 411111 N (N)caNc.FUTWYVORK � $ + +s LANDSCAPE AREA: 26,530 S.F. (VERIFY) OF ERRaRs. OSSC 145.4 / + + + + + (C)ROOFUNF TO BF DEWO'ED �----Ill.-LW, � �� SKWGE Wi1PL1ANCE / IV + .+ + + + + (N)RAIL 1 /z '�"�"/ ,`,..,)/----- \ (N)TRAVEL` PIU OF LANDSCAPE AREA / SITE RATIO: 25.2% I AY UNX - I & + � + + +-/ - \ R (N} PARKING STALLS: 82 STANDARD STALLS zx CROSS " +� + r = 1A F HANDICAP PARKING STALLS: 4 1g / - �a + + �+ + LEGEND + o A SHE ucHr + AA �.�� (N) RAL I i/z. + .�� F 1 i i�4,� Y {m) '+ 2 STOP +. + + , l X11 '�a ,45,. .• 0 TYP.sET s/cz + �X :..+•.•.:. NEW CONCRETE FLATNORK, SEE Y It + + + `;'« �'':ti` DETAILS 3/C2 AND 4/C2 FOR + + + + + i' .: ' % (E)THR�Rnn + + +++ + ;.: TOOL JOINT (T.J.) AND CONTROL /' + + + + / + + + - JOINT (C.J.) PATH wowsEo Fn�rcTO�elun + / `'Iliy`� /' + �� + + + A INORPORA71NG RAIAP AS REQU)RE)� 1 .:;/ *I4 + AI, - / RMP lux.SLOPE 8.33x MAO 2x + A ' i� H)CLEARANCE BAA + + + + + + CODE-OY !AUKS PER + N' ' ' + + I- - + 1 i + 4 ..„ , SO + + + EXISTING LANDSCAPE AREA � + + + + * + + + - - + + iiiiiT DOW + + + + / . ' 10 + + + + + + + + + + + + - + + / ' THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE + + + + + + + + + + + + - + + + / ' le ,s. ,I. ,v RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE ' + + + + + + + + + + + + + + - + + PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LAMED TO + + + + + + + + + + + + + + - + + W w NEW LANDSCAPE AREA SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY THE + + + + + + + + + + + + + + + + - + + p ` ,y ,y 4 METHOD, IN WHOLE OR IN PART, IS PROHIBITED, TIRE TO THE + + + + + + + + + + + + + + + + + + J �� PLANS ANO SPECIFICATIONS REMAINS WITH THE ARCHITECT /+ + + + + + + + + + + + + + + + + + - + coCZA vorrioff 4114\ a SKINALK-m' PREJUDICE. VISUAL CONTACT CONSTITUTE PRIMAWFACIE EVIDENCE O OF THE S AND + + + + + + + + + + + + + + + + + + + - + ••. ,- + + + + + + + + + + + + + + + + + + + - + + '� ACCEPTANCE OF THE RESTRICTIONS. :f :�, *..:; •,.�.=.�-�. • TRANSITION ASPHALT RAMP \��C`9 + + + + + + + + + + + + + + + + + + + + - + / s� 4 + + + + + + + + + + + + + + + + + + + + + - / / �1 + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + -I- + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + NL4Y 4' OVERLAY CONCRETE dry a� + + + + + + + + + + + + + + + + + + + + + FLATWORK, 2� MAX. ANY HN S.DOD50N DIRECTION. 623 / --��+ + + + + + + + + + + + + + + + + + + + -- + + + + + + + + + + + + + + + + + + + - / / ' ~}�-;- + + + + + + + + + + + + + + + - i d° + + + + + + + + SANTA MONICA,CA '��r�C r + + + + + + + + + + �r� - + + + + + + + -I- + L + + + + + + + + - / VERT OFFICE COPY 49 r� 0� q �E%® --•� + + + + + + + CITY OF TIGARD �+ + + + + I REVIEWED FOR CODE COMPLIANCE + + + USING RETAIL APPROX. 27,000 + A roved4'11 ] � + + + S.F.(NOT PART) PP .,+ + + + + + + OTC; ] + + + + + + + + + \ + + + + + + + + + + + \+++ + + + + + + + +++ + + + + + +++ + + + \+ Permit#L an�'o - c o Address: �Q I c�.t ' 1 V ;rv. �j ' p j d,, + + + + + ++++ + ++ + + +++ + ++ ++ + + + + + + + + + + I C Suite#: OURG \ . + + + + + + +÷+ + + + + + + + ± + + + + B . _ Date: G. \OA + + + + + + + + '+ + + + + + + + + + + + + + 1 1,i -30 OCII*Ori + + + + ++ + + + + + + + + + + + + + + + + + + \�"e +\op . + + 7 • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + + "I- + + + + + + + + + + + + + + + + + + + + + + + + 4- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + + + + + + + + + + + + + .+ + + + + + + + + + + + /lb+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f\+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + or + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0+ + + + + + + + 0, t \+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + X\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - • A + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + *(41/1******** t LOCATION _+ -F + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + STORE #5282 _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �-_+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 10105 SW NIMBUS AVE. _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + TIGARD, OR 97223 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ��+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + `��. 230 ,+ + + + +++ ++ + + + + + + ++ ++ + + ++ ++ ++++ + + ++ ++ + + ++ + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++++ ++ + + + + + + + + + + + + 's 7 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - DATE P.L, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _.#- -T..-:--+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �'�-t + + + 09/16/19 �� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�' '-� + - �- { + ++ + + ++ ++++++ ++ + +++ + + ++ ++ + + ++++ + + + + + + + + + ++ ++ + ++ + + + + + ++ ++ + +++ + + + + + . Al ��+/ =2. /4 71/1 : P JOB NO. ��+ + + + + + + + + + + + + + + + + + + + + + + + + + 4+ + + + + + + + + + + + + + + + + + + + + + + + + �.• + + fix/Q' DRAWN BY CHECKED BY �_`+ + + + + + + + + + + + + + + + + + + + + Q' `�. '�` DO JD + + + + + + + + + + + + + + + + + + + xi�� `�� + 5fill /Q + + + + + + + + + + + + + + + O-I �__ Ca- 9* FILE NAME + + + + + + + + + + + + 6�.,/ + -`+ + + + + + + + + + +/ + i Cl. Site Plan.dwg + + + + + + + + + +, + + + + + + + 1/ + + + + ' - :4_ SITE PLAN N i SITE PLAN 0' 5' 10' 35' 75' SCALE 7"=20'41" S E 111110 Cl \ 1 ir\\\ - RUN t20 VOLT CIRCUIT TO ORDER CONFIRMATION UNIT AND DATA LINE - (E) SIDEWALK / RAMP & ACC. PATH TO BE REWORKED FOR ADA COMPLIANCE INCLUDING BUT NOT `\ / III LIMITED T0: SLOPE & STRIPING \ — ARMET DAMS NEWLOVE & \ ASSOCIATES, ZTS , 1330 OLYMPIC BLVD. 310 450-4742 ill I\ �\ • (N) RAIL 1 1/2" 36" HIGH \\ REV. DATE DESCRIPTION 11\lii, 'oil 12/10/19 BULLETIN #1 1 . ' 6" CONC. CURB LA / V -(= )411\te, O a. / . 6 '' 4 T 44 �(1, .: '''.,., 0 -A REWORK (E) ADA PARKING n / ' . - STALL - G.0 TO VERIFY (E) CONDITIONS FOR SLOPE, _,., SIGNAGE & COMPLIANCE x - I (N) CONC. FLATWWORK (E) ROOFLINE TO BE DEMO'ED Ilk I (N) ACC. PATH OF RAVEL TO PUBLIC f u. f -., ....w � WAY MAX 1:20 & cp 2% CROSS SLOPE (N) RAIL 1 1/2" 36" HIGH1111°:: , ii, ,, ,','",,, : ';//' ,,,,.‹.:.,..,o: „.), / 'I/7//1':. , / i .ea: ,• 0 a °'. a (N) TRUNCATED DOMES f. e gA. r'g t z _ p�'.r, is`s4' ✓�l ,4 \ ... \ f a; , l ^-:, - THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE '�' .,e RESTRICTEU TO THE ORIGINAL SITE FOR WHICH THEY WERE �, (E) SITE LIGHT �- � Nk. 0• PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE N PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT '' illk:. , .— ,, WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND ,� L SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ' N RAIL 1 1/2" -I �� ACCEPTANCE OF THE RESTRICTIONS. Ilibillill ,. 36" HIGH 040 elle . , ----.., (N) WHEEL STOP. TVP. SEE 9/C2 \R; ‘It ;I1/4\. �::S.R..2D3OpISO�N�� 'd ; -----) , ..,,, "----,..„9/,,,..70, ars SANTA MONICA,CA �t O� , i ,./ 1, f 0 f �E� El , e '�,� �' (E)R DRIVE 7 U — r6E,,,,, ,, 1NR r `. „ , 0 ryQ.' Bepv.01 I 'le 'II _1 I ki k.__................_..__ LOCATION (N) CLEARANCE BAR STORE #5282 (N OR EX.) 10105 SW NIMBUS AVE. I 1111 1IRECTIONAL SIGN f TIGARD, OR 97223 I 1.\ l '. .. DATE 09/16/19 JOB NO. DRIVE IHRU DRAWN BY CHECKED BY DO JD - FILE NAME C .Se Plan.dwg Ab'APARkiNU STALL ENLARGED ADA PARKING STALL SCALE: 1/4" = V-0",. C1 • 1 A -BLUE PAINTED ( \_, �� ,, - LOCATE WHEEL BUMPER ±3'-4" FROM END OF I TRUNCATED DOMES, �, ;:A. � STALL STRIPING, SEE SITE PLANS and DETAILS FOR 10 /SEE ° PAINT WHITE TO SECTION EXACT LOCATIONS. RAMP 1:12 ® 4 X MATCH STRIPING C2 I DN MAX. / 9 I R 1/2" EPDXY FORTIFIED -"'� - A.C. PAVING - SEE el VINYL/ACRYLIC WATER BASED II TOP OF AC. PAVING ` \ SITE PLAN WEAKENED PLANE JOINT HIGHWAY PAINT (gl / \ VERIFY W/ 6" 5-0" O.C. MAX. SPACING SINCLAIR'S TRAFFIC MARKING (2) #3 REBARS I ` " VEILS REPORT 4 WIDE BLUE 7 FIN. GRADE AT PLANTER OR EQUAL I -1 6 PAINTED STRIPING 1, / • ADJOINING WALK - PAINTED STRIPE WHEEL STOP IV AT 3'-0" 0/C MAX. \ N1` CROSSING SIGN 1 F o ° • � ARMET DAVIS NEWLOVE & In y CD WALK \ , / 1 1 IN IN : _ I ASSOCIATES, AIA ARCHITECTS .�� //. . am PLAN r _ '-. z s- �[` W ' 1330 OLYMPIC BLVD. �-- �---- 9'-O" MIN. O.C. L 5 IN. 00 200 DETECTABLE / ' ,,I m SANTA MONICA,CALIFORNIA 90404 A+ WARNING VAN-12'-0" MIN. O.C. o NO. 4 BAR CONTINUOUS 2 10" ` - I _ ' '• •-� PH 310 452-5533 FAX 310 450-4742 CI N •I �`,�/ g•' 8" %�i�s� ��.,• 18" �� Ti?. 4„ WOE REFLECTIVE { I j ` NO SEPARATION #5 REBARSREV. DATE DESCRIPTION ;n CURB, RAILING, ETC LONG45• i l 10 / CONC. CURB ! / HIGHWAY PAINT (2 COATS) , �' . V I�jCCII 4'-O" 6 1 . ;e:. ►8" 1'-4"jr8" r e , `4i YY -56 NOTE: „ Y /y .. -- ii r ELEVATION II NO 11 / EXP. JTS. TYP. 1/2" WIDE ins r :i..�. , 9 p ' ,, JT. MAT'L AT 2O'-O" O.C. AR 12" OF INTERSECTION II EPDXY TO / II S. 12" HIGH WHITE LETTERS IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND THE WALKING SURFACES NOT SEPARATED BY A.C. PAVING CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE DIRECTIONAL ARROWS BOUNDARY BETWEEN THEM IS DETERMINED BY A CONTINUOUS DETECTABLE WARNING COMPLYING WITH 9 PRECAST CONC. WHEEL STOP ACCESSIBLE PARKING STALL CONCRETE CURB AT PLANTER 9INCLUDING BUT NOT LIMITED TO(TYP) ICC 117.1 INCLUDING BUT NOT LIMITED TO: CH 4. SCALE: 3/8" = 1'-0" C2 SCALE: 1 1/2" = 1'-O" SCALE: N.T.S. SCALE: 1 1/2" = 1'-0" FULL WIDTH i i --- 1/2" RADIUS ON CORNERS 48" MIN. �51M. CURB RAMP (SHALL NOT EXTEND INTO THE4BLUE REFLECTORIZED SIGN CONSTRUCTED vAN liir �, ACCESSIBLE AISLE) OF PORCELAIN STEEL WITH BEADED TEXT A.C. PAVING — SEE CONCRETE WALK — VEE SITE PLAT AccEssieLE OR EQUAL. 70 5Q. IN. MIN. SITE PLAN — 6„ FOR FINISH OVER 4" MINIMUM R 1/2" / 5 / NON—EXPANSIVE WITH SOIL REPORT) ACCESSIBLE ROUTE —'k— 6'-0„ WHITE \ � RIALI " SIGN '-0" '-0" SIGN ' 0" c�.f / Ak_ o OCATI01 1 LOCATIO�'� _ I AT EACH PARKING SPACE FOR PERSONS CO • \ r PARKING ONLY AWITHE DISABILITIES BROIZED SIGNLBE PERNAMENTLYD BY I >000 36" MINIMUM FINE $250 I WHEEL STOP (TYP.) POSTED ADJACENT TO AND VISIBLE FROM a� I i_' `� WHITE 4" WIDE LINES 1 - X36' TYP' Z ¢ 8.33% TRUNCATED DOMES EACH STALL OR SPACE. \ /Hi:, 1 It o 3, CONC. WALK o MAX. 7 �-WHERE INDICATED I I `, = a 001111a 36 r SEE SITE PLAN ' I A "VAN ACCESSIBLE" LANGUAGE MAY BE �' �� N0. 4 BAR CONTINUOUS cz LN 4' FULLWIDTH �, 3'-O" I. V~N I COMBINED WITH THIS SIGN. GREASE OR SLEEVES AT E.J.'S ANGLE 48" MIN. 6"MIN. ACCESSIBLE .._.... :1 J T PAVEMENT MARKING -J ,r ORIENTATION FOR 8"MAX. REQ'D. SEE FIG. 6 FIELD LAYOUT = w _J w I. :' FOR DIMENSIONS TAPERED CURB o a o� / o Li ,�, MOUNT 'VAN ACCESSIBLE" SIGN DIRECTLY9" r ��. RAMP TO BE FLUSH Li L,."- NOTE: s- _ _-- ACCESS AISLE J z z o BELOW MIN. FINE SIGN WHERE OCCURS W/WALK & A.C. PAVING `` ¢ __�__ o o Y " U m 62 Q EXP. JTS. TYP. 1/2" WIDE Z ( m -�- I m Z JT. MAT'L. AT 20'-0" O.C. ,1, ca ¢ co r- o LOCATE AT THE HEAD OF J x W MAX. AT TANGENCY & WITHIN 9'-0" 5'-0" MIN., 9'-0" f r.ti- 2,3' Q ''� w ¢ EACH ACCESSIBLE STALL. 12" OF INTERSECTION / / `�� \P• �„ p `��h o c' PER CODE(ICC 117.1) - SEE SITE PLAN 16 ACCESSIBLE PARKING STALL INTEGRAL MATERIALS TO PROVIDE 90" BASE}SIA �,I} CURB RAMP 6 ACCESSIBLE PARKING SIGN CONCRETE CURB AT SIDEWALK CONTRAST BETWEEN DETECTABLE C2 SCALE: N.T.S. WARNINGS & ADJACENT SURFACES e C2 SCALE: N.T.S. C2 SCALE: N.T.S. SCALE: 1 1/2" = 1'-0" CD DOMES TO BE: I' / 1'-0" /-/ A. CAST-IN-PLACE (HIGH) \ ;� \ B. STAMPED TRUNCATED N C. PREFABRICATED DOMES S. _ TROWWEL BAND N 2" EA. SIDE OF JOINT N FIN4SH PER SITE PLAN THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE .� ? CONC. PAVING PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UNITED TO wOR cV x ' SUCH USE. N WHOLE EORRENR PART,TIS PROHIBITED.PUBLICATION TO THE I16\'• "INTERNATIONAL PER SOILS ° `� J PLANS AND SPECIFICATIONS REAWNS WITH THE ARCHITECT �: REPORT WITHOUT PREJUDICE. NSUAL CONTACT WITH THESE PLANS AND SYMBOL OF SPECIFlCATlONS SHALL CONSTITUTE PRIMA FACES EVIDENCE OF THE DOMES CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR REVERSE. ACCESS" TO BE 1/4 MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OR WALKING SURFACE. 1 2"jr It f 2" ACCEPTANCE OF THE RLSIHICTIONS. & 2 co z z PAINTED TRAFFIC CONTRAST SHALL BE DETERMINED BY {ICC A117.1}: WHITE ON BLUE N CONTRAST = (B1-B2) / B1 x 100% - BACKGROUND '' LI, u �� A��d 81 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA 45• �5 TRUNCATED I I - C� �( ��( )( )( i )( % /fes` '`"m B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA / DOMES ``' `� HN >„ -i- 1 k N r' c'-\\4 THE DETECTABLE WARNING SURFACES DIFFER FROM THE ADJOINING SURFACES IN RESILIENCY OR N ' 0. X623 SOUND ON CANE CONTACT (NOT LIMITED TO SEC'S ICC 406 AND 705) I•40 , �P� SANTA MONICA,CA NOTES: THE YELLOW CALOR CONFORMS TO FED. COLOR NO. 33538, AS SHOWN IN TABLE IV OF STANDARD NO. �" \ VEE SITE i / PLAN FOR f 1. SIGN BACKGROUND TO BE WHITE, RETROREFLECTIVE SHEETING. 595C. (CBC 118-705.1.1.5) (c)15c° o *1:12 IF SHOWN ON PLAN - �‘ LOCATIONS. e if Q 0 2. SIGN LEGEND TO BE GREEN, RETROREFLECTIVE SHEETING. \- FACE OF CURB SEE PLANS j "�� 1/8" R TOOLED EDGE 3. SIGN SYMBOL TO BE WHITE ON BLUE, RETROREFLECTIVE SHEETING. NOTE: WARNING PRODUCTS AND SURFACES TO COMPLY WITH APPLICABLE CODES, INCLUDING STATE 4'-O" MIN. • OREGEON STRUCTURAL 4. REFER TO STANDARD HIGHWAY SIGNS BOOK FOR DETAILS. LOCAL AND NATIONAL NOT LIMITED TO ICC 117.1 1/4" LIP AT BOTTOM 5. THE DISABLED PERSONS PARKING SIGN IS USED TO DESIGNATE A I , 2'-8" MIN. 1 r SPECIALTY CODE NOlE: PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMIT ASICC 117.1 TOOL JOINT LOCATIONS SHALL BE ® MAX. 7'-0 O.C. TYP. STATED. / 3'-0" MIN. / 5ACCESSIBLE PARKING SIGNS 13 DETECTABLE WARNING CURB RAMP INTERNATIONAL SYMBOL OF ACCESSIBILITY TOOL JOINT 4101R SCALE: N.T.S. C2 SCALE: N.T.S. SCALE: 1/4" = 1'-0" SCALE: N.T.S. SCALE: 1 1/2" = 1'-O" '-103.DWG 011116 II C48 0 • C (STROKE WIDTH)- A' 17" 1 'N LETTERING SHALL NOT BE LESS THAN 1" IN . • HEIGHT, WHICH STATES: TROWEL BAND K UNAUTHORIZED VEHICLES PARKED 2" EA. SIDE OF JOINT 7UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES IN DESIGNATED ACCESSIBLE NOT DISPLAYING DISTINGUISHING CONC. PAVING SPACES NOT DISPLAYING PLACARDS OR SPECIAL LICENSE ,-, , '-\\ DISTINGUISHING PLACARDS OR SEALANT 1 `—BACKGROUND SPECIAL LICENSE PLATES ISSUED PLATES ISSUED FOR PERSONS WITH - #4 X 24" LONG AT 24" O.C. LOCATION ¢ FOR PERSONS WITH DISABILITIES DISABILITIES WILL BE TOWED AT FINISH PER SITE PLAN SLEEVE ONE END /� a� WILL BE TOWED AT OWNER'S , EXPENSE. TOWED VEHICLES MAY OWNERS EXPENSE. TOWED 2" 1/4, 2" STORE #5282 VAN N BE RECLAIMED AT: VEHICLES MAY BE RECLAIMED ' AT 10105 SW NIMBUS AVE. OR 6'-0" WIDTH OF 0" CURB FACE )( )( )( )� -� MAX. 4'-O" MIN. 4 )( )( TIGARD, OR 97223 ACCESSIBLE OR BY TELEPHONING: \ BY TELEPHONING: TRUNCATED DOMES � •• DATE JJ B BLANK SPACES ARE TO BE . . . FILLED IN AS A PERMANENT , . 09/16/19 PART OF THE SIGN a JOB NO. LEGEND DIMENSIONS (INCHES) w MAX 1" PER FOOT MAX 1 /4" PER FOOT.SLOPE a w o z 1'-0" 1'-O" A B C D E F G SLOPE IN AO .,.,DIRECTION I r ¢ o o Z o '.i DRAWN BY CHECKED BY ce NOTES: MINIMUM 28 24 3 cn THIS ADDITIONAL SIGN SHALL BE POSTED ": 1/8" R TOOLED EDGE / 1 4" EXPANSION JOINT DO JD 1. SIGN BACKGROUND: WHITE, RETROFLECTIVE SHEETING. 41 36 4 INA CONSPICUOUS PLACE AT ENTRANCES / 2. SIGN LEGEND: GREEN, RETROREFLECTIVE SHEETING. STANDARD FILLER MATERIAL FILE NAME REFER TO STANDARD HIGHWAY SIGNS BOOK FOR DETAILS AND DIMENSIONS. 2 TO OFF-STREET PARKING FACILITIES, OR TAPERED CURB - C2 Site Details.dwg 3. ADJACENT TO AND VISIBLE FROM EACH RAMP TO BE FLUSH 4. THE VAN--ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO NO1lE DESIGNATE THE PARKING SPACES THAT HAVE AN ACCESS AISLE 8 FT OR NOTES: o SPACE. W/WALK & A.C. PAVING EXPANSION JOINT LOCATIONS SHALL BE 0 MAX. 20'-0 O.C. TYP. SITE DETAILS WIDER. 1. PAVING MARKING BACKGROUND OPTIONAL: BLUE, RETROFLECTIVE. o -4---- (EVERY THIRD TOOL JOINT LOCATION) 2. PAVING MARKING STENCIL: WHITE, RETROREFLECTIVE. w 3. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN -j. NOTE RAMPS LONGER THAN 6'-0" REQUIRE HANDRAILS ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. $ ACCESSIBLE CURB RAMP EXPANSION JOINT 18- ACCESSIBLE PARKING SIGNS C2 INTERNATIONAL SYMBOL OF ACCESSIBILITY ,2 UNAUTHORIZED PARKING SIGNAGE c2 SCALE: N.T.S. SCALE: 1 1/2" = ,'-o" C2 SCALE: N.T.S. SCALE: N.T.S. C2 SCALE: N.T.S. d e 6'-0" / �e 7'-0° ` 3'-8012" i Il Nde r't To , 1" 0 STRUCTURAL ENGINEERS,LLP , r 9 -1 r to .4:7 1 8,.0. % 4'-3" % 3'-1" e 1 , I l II A ' II I IIin l ,;._ t. ....,. (..:, > ' exe40,12G'ALUM, 2"X4" ALUMINUM Illar so.TUBEAv. � „ TUBE FRAME W 10r 1 1 g a , +1s ARMET DAVIS NEWLOVE & 0 ,/- O.HSS a ".fi ASSOCIATES, AIA ARCHITECTS (4)%"DIA.-1 1 W)1 0.377 THK, THRU BOLTS PLATE WELDED 1330 OLYMPIC BLVD. (3� PLATE DETAIL FOR BAR PL TE4"ELLE" \JI 6" STD. PIPE PH 310 452-5533 CFAX 310 450-47ALIFORNIA 42 a �n I " T=.280 MIN. (E)SIDEWALK& PAVEMENT -o REV. DATE DESCRIPTION - - �1x 41,, 1 1 ^ , a ,y _ -Na-.I-0 I X43 NT'- maim 0 T7MOM 84 TIES©4'TOP 32 Ni '" (D)85 VERT BARSI I now , I I i i • ° a . �' --\---, °* '`- 3'"HEADED ANCI• ` ,l, 4' 3/4`x11"x11"PLATE BOLT WITH (E) SIDEWALK 12"EtaBED,M4N, ad & PAVEMENT de 2'-2" , 0 ELEVATION 0 BASE PLATE DETAIL • 411 I - cENERALNOTES ] #3 TIES IN TOP 6" t. DESIGN CODE;CBC 2045 2. DESIGN LOADS:ASCE7.10 PFi[TF G' 1 ,, $. WIND VELOCITY 110 MPH EXPOSURE c _,41i)• !N QCs, - 4. CONCRETE 2500PSI MIN Gv� t'P7 6-#5(V) 5, TUBE STEEL ASTM A50D GR.B,40 KSI r 8. ALUMINUM EXTRUSION 000140 -•.31 I I 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 1 EGO I M S BOLT STEEL ASTM k7 OREGON I 4 Ir 9. HEADED ANCHOR DOLT ASTM F1554 GR.30 \e Z- 12" " 10. 8OLTST EL A615,MA07 4,',;(L�N �r �� `A' #4 ® 4" TOP 32" #4 4" TOP 32" N, PROVIDED°SA60 FOREMBEDOEDSTEEt E Ss REMAINDER © I I I REMAINDER 12 #3 TIES ® 12" 4 . / 6-#6 VERY. BARS 4 `' 6-#6 VERY. BARS 12, LATERAL SOIL BEARING PER CDC CLASS 5(TOO PCF) N UA E -e I 1 1 . San Diego Location-14288 Danielson Street,$late 4200•Poway,CA 92064.1858)679-8989•Fax 18581 679-8959 2'-0r0 0 CLEARANCE BAR DETAILS ELEVATION SCALE: N.T.S. 4X4 T.S. ^, 2'-0"O J, jr, 2'-0"0 i 3/8" TH. 14" DIA. PLATE COI SIDE ELEVATION ELEVATION _ I (4) 5/8" BOLT GENERAL NOTES STRUCTURAL - LE ',LLP BASE PLATE DETAIL 1. DESIGN CODE: STRUCTURAL SPECIALTY CODE 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 2. DESIGN LOADS: ASCE 7-10 8. BOLT STEEL ASTM A307 3. WIND VELOCITY 110 MPH EXPOSURE C 9. HEADED ANCHOR BOLT STEEL ASTM F1554 GR.36 1' ow, i. 4. CONCRETE 2500 PSI MIN. 10. REBAR ASTM A615, 60 KSI ( vir 't 3'B 5. TUBE STEEL ASTM A500 GRADE B, 46 KSI 11. PROVIDE 3" CONC. FOR EMBEDDED STEEL 1j 7 6. ALUMINUM EXTRUSION 6061-T6 12. LATERAL SOIL BEARING PER STRUCTURAL SPECIALTY CODE CLASS 5 (100 PCF) �_...` t) ` ( 1 ORDER STATION ELEVATIONS GENERAL NOTE: SIGNAGE, MENU BOARDS AND 2"x4`ALL)tAiNUPA PREVIEW BOARD O O S TUBE FRAME DRIVE THROUGH ELEMENTS UNDER SEPARATE SCALE•.' . 0 N.T.S. c3 SCALE N.T.S. PERMIT. SIGN COMPANY TO VERIFY DESIGN AND SIGNAGE REQUIREMENTS FOR SUBMITTAL trsin.PIPE FOOTINGS AND FOUNDATIONS TO BE INCLUDED 6 STD PIP IN THIS PERMIT. (E)sIDEwALK& MENU BOARD 8'-0" V PAVEMENTLK r'2^ PROVIDE CONTINUOUS REFINISHED y i1 ,c)_, n BREAK METAL COVER (CAP) OVER THE MASONRY � THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE ,•) - , (COLOR TO MATCH BREAK S I I RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE etMETAL ON MAIN BUILDING) 0.375" THK. PLATE WELDED PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UMITED TO r r r SUCH USE. RE-USE, REPRODUCTION OR PUBUCATION BY ANY YTOP 32" a' TO 4x4 x0.125 METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE REMAINDER�12" .. a " - 64bOVERT.BARS MATCH EXISTING BASE WALL MATERIAL7 (4) 3/8 DIA. = 4 r r " PLAHS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT } OF MAIN BUILDING (MODULAR BRICK THRU BOLTS 3/16 V - 4x4 x0.125 ALUM. WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PUNS AND OR SPLIT FACE CMU-PAINT TO SQ. TUBE SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE /....;#.,:' r ' , i MATCH). ` + ACCEPTANCE OF THE RESTRICTIONS. f sy � ., s s MIS 1 \____ _______________T_ / J( 2'4�°, SLOE ELEVATION #4 VERTICAL REBAR IN EVERY CMU © 12" r , t` '� FINISH GRADE I N �_ %� `dj ELCVATION Al O.C. SECURED IN NEW CONCRETE BASE , /' " BY G.C. (ONLY IF CMU USED) I `'' SQ. HSS " HN S.DODSON 5, fl PROF -- -------______--p._ ? 6x6 x0.25 GENERAL NOTES CONDUIT FOR ELEC/DATA/VOICE T c� 23 1- DESIGN OODE;CBC 9013 CP N 40'.-WO )1' 5i \ / 2. DESIGN LOADS.ASCE7.10 �� 2BY G.C., AS REQ'D 9. N1NDVELOCITY110MPHEXPOSURE0 J'� 9" .1 o d, SANTA MONICA,CA 4. CONCRETE 250D PSI MIN. - •;*1` I Ji /� 1 r 5. PIPESTEELASTMA63GRADE005KSI SIDE ELEVATION 1'-0' 6. ALUMINUM ELEMENTS 806t-Ta I ' e �► 7, PROVIDE PROTECTION AGAINST DISSIMILAR METALS OREGON % �' , _ 9. HEADED ANS OR BOLT STEEL ASTM F1054 GR.38 Sj � �, � S. BOLT STEEL WM Q 10. LATERAL SOIL BEARING PER C80 CLASS 5(M DO PCF) CYC JA V. 54\ O te O O�� 11, PROVIDE 3'CONCRETE COVER FOR EMBEDDED STEEL MENU BOARD 0 I6 I IE ©SIM. is Son Diego Location-14288 Dantetson Street,Suite#200-Poway.CA 92064•(8581679.8989•fax(858)679-8959 PROVIDE CONTINUOUS REFINISHED =BREAK METAL COVER (CAP) O it I J f OVER THE MASONRY 16 ORDER STATION DETAILS (COLOR TO MATCH BREAK PLATE @ BAR CONNECTION �,,,I' (E) SIDEWALK - E METAL ON MAIN BUILDING) ^_ " ir ,r . rt....- SCALE: 3 - 1 -0 C3 SCALE: N.T.S. " :/ .� _ " r _i 3 - _____2_:__E4 N t Iii I ' I 'll ' ;u I Ill `Q v E I _ �q� A STALL WIDTH ¢ 7 I I ! '3 „ ��ry t > I ,, FINISH GRADE " I = 1 1/2" 0 SIL. GALVANIZED ." mili - ' i #4 TIES ® 4 TOP 32 RAILS - PVNT ', - - M 4- y�REMAINDER e� 12° A�,� �.`� cr ° <N NEW REINFORCED CONCRETE BASE 41 (8)#5 VERT. BARS w - WITH #4 CONTINUOUS REBAR BY G.C. ; LOCATION 0 Ce 0 COMPACT FILL AS NECESSARY BELOW I • I °° _ 1 1/2" SIL. �� z z _-_-_-_---- ` PRIOR TO FORMING NEW CONCRETE �; 9, �� STORE #5282 O GALVANIZED POSTS co •. .' a T BASE BY G.C. , 2'-o",a , 10105 SW NIMBUS AVE. PAINT "' / PARKING PROVIDE ACCESS CUTOUT ON BACKSIDE OF NEW MASONRY i. d• li- o `��' . BASE WALL (BACK SIDE OF MENU BOARD) TO PROVIDE I11, I 3/16 V ELEVATION TIGARD, OR 97223 [3" X 3/8" STL. `i- '. STAB p STALLS ACCESS TO ELECTRICAL DISCONNECT. VERIFY LOCATION AND WHEEL GUIDE - ) PROVIDE "EXTERIOR GRADE" REMANUFACTURED ACCESS PAINT �' Siq4 �rQ •STALL WIDTH PANEL COVER (NON-LOCKABLE) TO BE PAINTED TO MATCH i GENERAL NOTES DATE 09/16/19 MAX S_PE 1:12 N NEW MASONRY FINISH COLOR. I ° 1. DESIGN CODE: STRUCTURAL SPECIALTY CODE 6 T.S. JOB N0. -� i I v` FRONT ELEVATION _ 2. DESIGN LOADS: ASCE 7-101, II I P (4) 3/4" 3. WIND VELOCITY 110 MPH EXPOSURE C ==�-EPDXY INTO "PRE I I 11 II y ;; HEADED ANCH. 4. CONCRETE 2500 PSI MIN. DRAWN BY CHECKED BY SET CANS 6 DEEP 5. TUBE STEEL ASTM A500 GRADE B, 46 KSI DO JD ' s y'" m �___ _ _________ BOLT W/ 12" 6, ALUMINUM EXTRUSION 6061-T6 FILE NAME LL-al /ff. 0 0 • " ' o EMBED. MIN. 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS e Z M - s� 8. BOLT STEEL ASTM A307 - C3 Site DetoIIs.dwg SEE ® FOR GROOVING DETAIL (AT TOP AND BOTTOM OF RAMP) / / PARKING 9. HEADED ANCHOR BOLT STEEL ASTM F1554 GR.36 c� ` ' 10. REBAR ASTM A615, 60 KSI SITE DETAILS 11. PROVIDE 3" CONC. FOR EMBEDDED STEEL COMPACTPM= 12. LATERAL SOIL BEARING PER STRUCTURAL SPECIALTY CODE CLASS 5 (100 PCF) 9HADRAIL @RAMP 10 PARKING STRIPING 6 MENUBOARD BASE BASE PLATE CLEARANCE BAR DETAILS C3 SCALE: 3/4" = 1'-0" C3 SCALE N.T.S. C3 SCALE: N.T.S. SCALE: 3"= 1'-0" SCALE: N.T.S.