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15532 SW PACIFIC HIGHWAY BLDG C-1
r RIF VISIONS T YL I [ �= .j I NAD ^� ih � IAV ; � 99 9 � 1-= Li A ] pop- i. CQ Oregon - U moc+, n V,,eC 0 $0 T 0 e r� o � S U O 'n d A L'� f" ' MMIwz=2� RCIAL PROJECT 3 rn ;i ■ BY, cc 11: 1 C1 17— 1 —1 7 7 -'N 17 � a N� �j V ; ME- � �) ? Tr V\- LILL z z � J000" LLA Lu ULA CARP' RATCENTER �-' � Ir F Q � 3252 HOLIDAY JRTSUITE 225co Q ° LAJOLLA, CALIFORNIA X2037 Q -/CITY,QF TIGARD Approved..'�: ......... .f::` :'.5 �.G. ... . ,. .trau.c. , Con0itionally Approved................................... ]; For only the work describ in: PERMIT NO.yu�G� SLC If Y See lettor to: Follow................................. ..... .[ Attach.........................................V(]: ISSO D f OR CONSTRLICTION: Job Address_ Buidling Permit - Julygy_� Date: �^ .�� NU. LO.TIDT PLOT DATA 05 PLOT SCALE: DRAWN HY- SHEET TITIF: I 5111 ! T NU I I i Pacific Hwy.15532 81dq.C f ELC 95-024'._,1 8r,C/072895 1 of 29 If Ilik notice nppe:us cleare" 111:111 the doc11n1cn1, the doc11nlenl s of m;lrldrial qmi':*" . C D I IT 30 X i IIuI rpt °` i�rnt,r���I���,!r�rr nrhimmiluii niihm linlirn�nnl;ni nlihnl nnlnll�unliln�mllmm�nlrrr rrr�l%►►r rr��►n r got FIRE=. AND DISABLED ACCESS NOTES _ GENERAL NOTES HFVISONS _ _ _ _ SHEET INDEX IRE NOTE5 - -- ------- -- - d) POF ROVIDE FIRE DEPARTMENT AC CE55 TO WITHIN 1550 FEET 4. THE: CENTER OF THE 6RIP OF THE OPERATING HANDLE OF I. ANY AND ALL REVISIONS FROM THESE PLANS MUST SE 11. THE WNTRAGTOR WILL PROVIDE THE OWNER WITH A LETIFR 27.SPARE_ --- `- - -- - � SLEET q�' PORTION OFA E3UILDIN6, 5AITCROOM R INTENDED TO BE USED BY THE OCCUPANT OF THE APPROVED BY THE 5PORT5 AUTHORITY PRIOR. TO BEGINNING OF CERTIFICATION PREPARED IMMEDIATELY AF DESCRIPTION 1 F=IRE PROTECTION SHOP DRAAIN65 AND GALC:LATION5 5HALL BE TER FOOTINGS -- PREPARED AND Sih3MT7ED TO THE T16ARD FIRE DEPARTMENT e)f�Rl3' f* 3 Tg�y µ.39E� - OUTLETHEA�IN6 AND VENC!�ATA TO CONTR61N61EQUAPMENTND GS>iPALNOT BE IA(LE FIELD MUST gE T!ON HA5 GOMN�NG`D, ANY REVl510N5 IN THE ARE PLACED, TO CONFIRM THAT THE LOCATION OF FOOtIN65 FOR PERMIT(3 SETS OF EACH) BY Tl$ GENERAL CONTRACTOR. -OF ,�A,* {� _ _ -,q APPROVED by THE SPORTS AUTHORITY GOl�if'LY WITH THE APPR01/]:U SITE DRAyIIN65. Ti'15 SHALL BE Y- -" ARCHITECTURAL 5HOP ORAWIN65 AND GALCULATION5 SHALL ESE GLF<IFIEp LE55 THAN 3 FEET NUR MORE THAN E iNvHE5 AJ30VE THE GOK'5TRCTION MANAGER. FIN15HED FLOOR. DONE BY THE SITE CIVIL F.N6iNEf_R, AT THE CONTRACTORS OF AN.) SEALED 60N. BY AN ENGINEER LICENSED IN THE STATE OF f) PF20VipE FIRE DEPARTMENT AGGEESC 7p ALL ON-SITE FIR[ EXPENSE ANY 0I5CREPANCIFS FROM -1HE APPROVED BUILDING 28 GREASE TRAPS/011. SEPARATORS REQUIRE SEPAR'.1E COVER SHEET OREbON. HYDRANTS. 5. WHERE DRINKING FOUNTAINS ARE PROVIDED; (HEY SHALL 2 SPARE LOCATION WILL BE REMOVED AT THE CONTRACTORS E.XF N5E. INSPECTIONS DURING INSTALLATION AND EjEFORE COVERING I 151 Y � TITLE SHEET LY WITH DISABLED AGGE55 REQUIREMENTS. 12. GENERAL CONTRACTOR SHALL NOTIFY ONNER OF UP. ___AI -PROVIDE FIRE DEPARTMENT AGGE55 TO WITHIN 50 FEET 2 I ARHITEGTURAL FLOOR PLAN OF 5PR!NKLER AND 5TANDPIPE CONNEGTION5. b. DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY W!THIN ANTICIPATED POURfN6 OF SLAB ONE WEEK IN ADVANCE. 2q.ALL REQUESTED INSPEC.TION5 SHALL BE GALLED IN ON THE 3 A21 REFLECTED CEILING PLAN ALUOVE5 OR OTHEERWI5E PO51T ONED 50 A5 NOT TO EN- 13. THE ENERGY CONSERVATION STANDARDS HAVE SEEN 24-HCA RECORDER NUMBER.: 206-718-4I8b 4 A3.1 ROOF PLAN hJ HAVE ADEQUATE TURNING RADIUS TO ALLOW MANEUVERING GROAGH INTO PEDESTRIAN WAY5. THE ALCOVE IN WHICH -THE 5 AZ � O G OF FIRE APPARATUS INSIDE; RADIUS 25 FEET;OUT51DE WATER FOUNTAIN 15 LOCATED 5HAL.L BE NOT LESS THAN 32 REVIEWED AND THE DE5!6N OF THE bUILUING(5) COMPLIES 30 SPARE X LRIOR ELEVATIONS 2. A.L CON5TRL4TION IN THE 5ALL5 AND RECEIVING AREA SHALL RADIUS 45 FEET. INCHES !N WIDTH AND IB INCHES IN DEPT;I, N!TH THE STANDARDS. _h AZ EXTE iOR E N FUL.L.Y 5PRINKLERFD IN ACGORDANGE WITH N.F.PA. 231-6, `5 C.-A55 4 HAZARD. ALL GON57RI,ICTION IN T"HE OFFICE 5pAGE5 BE GIRrULAT!NG OR HAVE AN APPROVED TURNAROUND 7 THE DRINKING FOUNTAIN SHALL BE A MINIMUM OF 18 INCHES IN 3 SPARE 7 Ab.1 SEGTION5 A THE BOOK OF SPECIFICATIONS ARE A PART OF THIS 31. CHANGES TO APPROVED FLAN5 SHALL FIRST BE APPROVED SPALL BE FULLY 5P 5A-SE- ON IN 2000 5F. GE WITH N.F P.A. 13. PROVISION IF OVER 150 FEET LONG. DEPTIJ AND THERE 5Hk BE CLEAR AND UNOBSTRUCTED KNEE GONTRAGT, BY THE BUILDING OFFICIAL, COPIES OF 5UCH APPROVALS 8 A7.2 INTERIOR ELEVATIONS (�A'RINKLEER DESIGN BASED ON 30/2000 S.F. DENSi iY IArLE55 NOTED OTHERW15E) SPACE UNDER THE DRINf�IN6 FOUNTAIN NOT LE-55 THAN 27 SHALL BE ON THE ,IDB 517E PRIOR TO COMMENCEMENT OF 0 A8 I SCHEDULES � ' HAVE SRADES OF NO MORE THAN 1556 INCHES IN HE16HT AND b INCHES IN DEPTH THE DEPTH 15 NO ADDITIONAL ROOF OPENIN65 OR ROOF MOUNTED II v WORK. CHANGES INCLUDE, BUT NOT NEGE55AR_, LIMITED TO i0 ' MEASUREMENT BEING TAKEN FROM THE FRONT EDGE OF THE 4. ALL p!P4EN510E15 ARE FROM OF STUD, SRID LI EQUIPMENT ARE ALLOWED BEYOND THAT WHICH 15 5HOAN ON PROPANE TANKS, ADDITIONAL_ OPENINGS IN WALL5, EX7ERiOR 3. THE MAXIMUM FLAME SPREAD GLA551FICATION (PER TABLE rn)BE PAVED 'WITH ASPHALT OR APPROVED EQUIVALENT FOUNTAIN, ADDITIONALLY, THERE SHALL BE TOE CLEARANCE OF DUNG/CMU PANEL, U.O.N OR FAGS THESE PLANS WITHOUT WRITTEN CONSENT OF THE ARCHITECT. BUILDING MAT*-RIALS, rENCE LOGATION5, RETAININb WALLS, _ '-2-A1 OF FIN15H MAiERIAL USED ON ;NTERIOR WALL5 AND OF q INCHES IN HE16HT ABOVE THE FLOOR, AND 17 INGHE5 IN Ib. CONI ROCKERIES LANDSCAPING, PARKING LOTS, LOADING DOCKS, STRUCTURAL r 42-5 65 SHALL NOT EXCEED THAT SFT FORTH !N TABLE n) BE %APABLE OF SWPORTINb THE IMPOSED LOADS OF FIRE DEPTH FROM THEE FRONT EDGEE OF 'HE FOUNTAIN. A SIDE 5. GONTRAGTUR SHALL VERIFY ASL DIMEN N TRACTOR SHALL PROVIDE PUBLIC PROTECTION AS ETC. A MINIMUM OF TAO TO FIVE WORKING DAYS SHALL BE ` �i2-B OF T1 UBC. APPAR0.TUS. APPROACH DRINKING FOUNTAIN !S NOT ACCEPTABLE. !TIONS PRIOR T A 50 5 AND GONG- NE'.CE55ARY PER CITY AND LOCAL CODE REQUIREMENTS• EXPEC'EO FROM APPLICATION TO 1550ANCE F 0 ANY WORK AND SHAD. NOTIFY THE ARCHI- U APPROVAL 16 5T-! NOTES 4. ALL EX!T5 SHALL BE ILLUMINATED AND INSTALLED PER ^F CHANGES. TELT OF ANY DISC UONTR,e�CTOR SHALL, BE I7. ALL MATERIALS AND WORK SHALL CONFORM TO ALL LATEST I1 57-2 DETAILS P. )BE MARKED AITH WORDS "FIRE ,.ANE - NO PARKiNb". 8. THE BUBBLER SHALT_ t3E AGTIVATE.D BY A CONTROL Y'W!CH 15 0 SECTIONS 3313 (N AND 39!4 OF THE UBC. (MIN. I FOOT RESPONSIBLE FOR ALL REPAIRS REQUIRED DUE TO H15 60'VCRNING BUILDING CODES AND REGULATIONS. 32.THE FINAL SIG�.ED REPORT FROM THE TESTING LAB SHALL BE 10 5-I WORDS r0 BE PAINTED ON PAVEMENT A5 DIRECTED BY EASILY OPLRATI'.J BY A DISABLED PERSON SUCH A5 .4 HAND- FAILURE TO Dr, 50 FOUNDATION PLAN CAN EXIT 51GN5 AHERE INDICATED 51'A_L. BE ►HORDED FIRE MARSHAL. LETTER5 TO 13E A MINIMUM OF i2 INCHE5 OPERATED LEVER TYPE CONTROL LOCATED WITHIN 6 INGHr5 RECEIVED 51 THE BUILDING OFFICIAL PRIOR TO FINAL "EXIT" IN 51X (b") INCH HIGH ILLUMINATED LE TTERS .AND SHALL H16H AND YELLOW IN COLOR. x OF THE FRONT OF THE DRINK N6 FOUNTAIN, THE BUBBLER 6. CONTRACTOR 5H.ALL BE RE5PON51t3LEE FOR OBTAINING, 18. CONTRACTOR SHALL PROVIDE AGGE55 PANELS A5 REQUIRED INSPECTION FOR OCGUPANGY q `'-2 R00' FRAMING PLAN CONFORM TO GOVERNING BiJI1J71N6 CODES APL7 RE6ULATONS. OUTLET ORIFICE SHALL BE LOCATED WITHIN 6 INCHES OF THE COORDINATING , AND SCHEDULING OF ALL INSPECTIONS AND 13Y PLJM13IN6, AIR AS REQUIRED BY C,0DE5.CONDITIONING, AND OTHER TRADES, AND 20 5-3 WALL SECTIONS f�WHEN APPROVED BY FIRE MARSHAL, SIGNS MAY BE J5ED IN FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WIT-H!N 36 TEST'S INCIGATED ON THE PLANS AND SPECIFICATIONS E5 33.ALL CONSTRUCTION 5HALL CONF0'ZM TO THE AriI UNIFORM 21 5-4 WALL SECTIONS AND DETAIL5 5 EXIT 515N5 5HALL BE ROYE:RED BY SEPARATE CiRCUIT5. LIEU OF (OR I. GODS. N ADDITION TO) PAINTING THE PAVEMENT INCHES OF THE FLUOR. 1TfE WATER STREAM FROM THE RECOMMENDED BY THE SOILS REPORT AND/OR REQUIRED ig. SHOULDC� ONE OF WHICH SHALL BE SEPARATE FROM ALL OTHER 516145, WHEN APPROVED, SHALL MEET THE FOLLOAIN6 BUBBLER SHALL BE 5UE35TANT!ALLY PARALLEL TO THE FRONT BY ANY GOVERNMENT, OIMEN51ONAL D15CREPAN,'d 5 BE P15COVERED IN CIRCUITS !N T HUILD!NG AND INDE PENIXNTLY CONTROLLED. REQUIREMENTS: EDGE OF THE DRINKING FOUNTAIN, THC DRAWINGS, CONTRACTOR SHALL REPORT SAME TO 34.GONTRAG"OR TO PROVIDE AND POST "NO SMOKING" 516145 CLCGTRIGAL REFER TO ELEG'RIGAL PIANS I) 51ZE: Ib" HIGH x 12" WIDE (MIN) 7. CONTRACTOR 5HA_L VEERIFr THE SIZE AND LOCA-'ION OF ALL ARCHITECT, DO NOT SCALE PRAW!N65. ACCORDANCE WITH THE WA5HIN6TON GLEAN INDOOR AIR AG' . �-- 6. ROOF" GOVEERIN6 SMALL BE MIN. CLASS "d" PER 5EGTIONS 2)MOUNTING: 801TOM Or SIGN 48' TO 50" ABOVE GRADE gFLUSH CONTROL r ANPLE ON RATER CLOSET TO HAVE UTILITY LINES AND 5TUB5 TO THE BUILDIN6(5) AS MAY BE 20.516N CONTRACTOR TO OBTAIN 5r ARATE APPROVALS AND 35.5PRINKLER 5Y5'EM SHALL BE: MONITORED FOR WATER FLOW 30 E-I EELECTRICAL LIGHTING PLAN ill-T4 AND 3204 OF THE UBC. MAXIMUM 57YL.E: iNMTRY STANDARD (V)LCAN R7-6-q, RAINBOW MAXIMUM OPERATING FOR,',[ OF 5 LB/5F. INDICATED ON THE PLANS. PERMITS FROM GOVERNING AGENCIES FOR 56N5 AND TAMPER GONDITION5 9 A U.L LISTED CENTRAL 5TAT!ON. 31 E-2 ELECTRICAL P CWL.R PLAN 01-527, EMED TG Iv8!b, OR EQUIVALENT) 10. LAVATORY CONTROL TO BE OPFRABI E WITH ONE HAND. 8. GONTRAGTOR SHALL BE REGTUIRED TO BRING RLI. UTILITY 21, _ TAMPER SWITCHES SHALL BE IN5TALLED ON ALL VALVES 32 E-3 ELEGTRIGAL PARTIAL PLANS, LIGHTING 7. CONTRACTOR SHALL PROVIDE AND INSTALL A BUILDING 4)COLOR: RED LETTERING ON WHITE BACKGROUND MAXIMUM OPERATING FORCE OF 5 LB/5F. _ CAPABLE OF SHUTTING OFF ANY PORTION OF THE SYSTEM. ADDRESS. ADDIZ55 SCALL BE VISIBLE AND READABLE LINES (WATER , 5EWER(5) , GA5 , AND ELEGTRIGA;. ). INTO _ THE CENTRAL. STATION SHALL BE ONE APPROVED BY THE 33 C-4 ELL-GTRIGAL PARTIAL. PLANS, POV�R FROM THE STREET FROM WHICH IT 15 ADDRESSED, AND 5) SPACING 50 FEET BETWEEN 516145 OR AS DIRECTED BY II {LOT WATER SvPPLY AND DRAIN PIPING TO BE INSJLATED OR THE BUILDING FROM TERMINATION POINTS A5 INDICATED ON CITY OF LYNNWDOD. ORDINANCE ,501. 35 E-5 ! SHALL BE APPROVED BY THE SPORTS AUTHORITY FIRE MARSHAL, THE PLANS READY FOR SERVICE. F1F.GTR GAL CONTROL R15ER DIAGRAM BUILDING AND FIRE DEPARTMENTS COVERED, ??.GDORDINA7E LOCATION, ELEVATION AND FINISH OF ALL 36.THE ARCHITECT tEGT �h4 36 E-6 ELECTRICAL POWER R15ER DIAGRAM r) HAVE PERIMETEER STRIPING YIHEREVER REQUIRED BY FIRE g. THE 501E REPORT ESTABLI`_"HE5 THE RECOMMENDATIONS FOR CONCRETE GURB5 AND WALKS WITH ON 511E WORK CONFIRM THE SPECIAL INSPELTlON�TEMSTING LAB Wn0 1�GONDUGT 3' _ E'l PANEL SCHEDULES 12. TOILET AND FLUSH CONTROLS SHALL_ BE DPCRABLE AiTH t b. ALL LEGAL EXITS INDICATED ON THE PLANS SHALL BE MARSHAL TO DELINEATE THE BOUNDARIES OF THE FIRE ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, EARTHWORK „ON,57RLCTION AND SAID REGOMNTENDATION5 AITH ARCHITECT ALL SLOPES AND NEA CURB HEIGHTS BEFORE THE REQUIRED 5PEGIAL INSPECTIONS AS DEFINE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY LANE. STRIPING TO BE A MINIMUM OF 4 INCHES WIDE AND ARE A PART OF THE CON5TRUGTION CONTRACT. THE ARGHI- IN-.+TALLATION. D UNDER PINCHING OR TA15T OF THE All CONTROL5 FOR THEE FLUSH TELT A55UME-5 NO RESPONSIBILITY FOR FINDINGS AND CON- SEC 306 (Q) OF THE UBG . IF DURING THE COURSE OF LANP56APE LA ANY SPECIAL K R 70 16E OR EFFORT AND SHALL BE YELLOW !N DOLOR. VALVES SHALT. BE MOUNTED ON THE WIDE 511E OF THE TOILET CLU510N'S iN THE SOIL REPORT AND INCLUDES IT IN SpEGIF1- 23. GONSTRUGTION THE TESTING LAS 15 CHANGED FOR ANY LABELED 'BLOC DOOR 70 RE:MAlN UN-OGKEC DURING BUSINESS THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SHACK REASON, THE ARCHITECT SHALL NOTIFY THE BUILDING HOURS" IN BLOCK LETTERS A MINIMUM OF I" HIGH. AREA5, NO MORE TFIAN 44 INCHES ABOVE THE FLOOR, GATION5 FOR RFFER;ENCE ONLY, CONTRACTOR SHALL NOTIFY A L157 OF THE CERTIFIED WELDER5 PERFORMING AORK ON THE OFFICIAL, 30 G-I DISABLED ACCESS NOTES 13. LAVATORIES THE ARCHITECT, ENGINEER AND OWNER OF ANY pISGREPAN�Y .LOB SITE. INCLUDED ON THE L15T WILL BE NAMES, DATE OF q. FIRE cXTINGUI5HER5 SHALL BE PROVIDED A5 FOLLOWS ONE --- --^-�`----- - S `SHALL BE MOUNTED WITH A MIN;MUM DISTANCE BETi^�'EEN THIS REPORT AND THE PLANS MOP, TO BEGINNING EXPIRATION OF GERTIFICATION5 AND THE TYPE DF AEL0IN6 HIE 31 G-2 a 2A:!OBC PER 3000 5Q. FT. OF BUILDING SPADE AND TRAVEL I. 511E DEVELOPMENT SHAT BE DESIGNED TO PROVIDE ACCESS OF 18 INCHES FROM A WALL TO THE CENTER LINE OF THE AORK. THE MORE 57RINGENT REQUIREMENT SHALL APPLY. INDIVIDUAL 15 QUALIFIED TO PERFORM. DISTANCE NOT TO EXCEED 75 FT. 32 G-3 m o 'TO ALL ENTRANCES AND GROUND FLOOR EXITS, AND AGGE55 FIXTURE- AGGE55!BLE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO H?6HER THAN 32 INCHES 10. ANY ASPHALTIC CONCRETE REQUIRING PATCHING ADJACENT 24•THE J0B SUPERINTENDENT SHALL MAINTAIN AT THE JOB SLACK 33 G-4 m NORMAL PATHS OF TRAVEL., AND WLERE NECESSARY TO ABOVE 1}+E FINISH FLOOR. 10. FIRE LANES MUST PROVIDE AGGE55, SHALL !INCORPORATE PEDESTRIAN RAMPS, TO BUILDINGS SHALL BE DONE ACCORDING TO THE A L15T OF THE SPECIAL INSPECTORS CONDUCTING INSPECTIONS 35 CURB RAMPS, ETC. PAVING SPECIFICATIONS AND THE 50!15 REPORT AND ON THE PROJECT. THE L15T SHALL INDICATE THE: NAME OF THE 36 G-b U 14. AA7ER CLOSET COMPAR71,fEN7 DOORS 5HALL BEE SELF- SHALL BE OF- THE SAME SECTION AND DRAINAGE SCHEME A5 INSPECTOR, DATES AND TIMES PRESENT ON THE JOB 517E AND - a)B A MINIMUM OF 20 FEET W;DE. CL05!NG. ADJACENT PAVED AREA;. THE BUILDING CONTRACTOR SHALL TYPES F 37 G-1 m NOTE: FIRE LANES SHALL BE A MINIMUM OF 28 FEET WIDE 2. AT ICITc,HEN SINKS, FAUCET CONTROLS AND OPERATING 0 N5PECT ON5 BEING COF01)671D. - IN THE IMMEDIATE VICINITY OF ANY BUILDING OVER 4b FEET ME(HANISY5 SHALL BE OPERABLE WITH ONE HAND AND 5HALL5. PER SECTION 3304 ( ( BE RE5PON5iBLE FOR THE A.G. OR CONCRETE PAVING AD- ) 2THE LEVEL AREA AT FLOORa IN HEIGHT ABOVE GRADE. SUCH FIRE LANES SHALL BE NOT REQUIRE TIGHT GRASPING, PINCHING OR TA15T OF THE . ( . B, S JAGE:NT TO THE BUILDING. IF THE: EXIST, 25,NO BUILDING OR PORTION OF A BU'LDING SHALL BE OCCUPIED OR LANDINGS SHALL HAVE A LENGTH {,T LEAST 60" IN THE PAVING FALLS SHORT OF THE BUILDING LINE, OR IF A PORTION OR USED FOR STORAGE PRIOR TO "HE 155')ANCE OF THE 3 LOCATED A MINIMUM OF 13 FEET AND A MAXIMUM OF 25 WR+5T, THE FORGE REQUIRED TO AGrfVATE CONTROLS SHALL DIRECTION 5 DOOR SWING AND AT L FEET FROM THE BUILDING, BE NO GREATER THAN 5 POUNDS. LEVEL-OPERATED, ''U5H- EAST 48 IN THE DIREG- OR SECTION OF THE EXI57ING PAVING NEEDS TO BE REMOVED CERTIFICATE OF OCCUPANCY. NO EXCEPTION51 APPROVAL FOR � TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE TION OPP051TE THE DOOR SWING . ALSO PER SECTION 3105 FOR CONSTRUCTION PURr'05E, THE BUILDING CONTRACTOR OC-f.UPANCY IS ONLY(b) 1 . C , PA55AGEAAY5 LEADING TO SANITARY FACILITIES SHALL, AT THE APPROPRIATE TIME, REPLACE THE A.G. PAVING WORK5, PLANNING, FIRE RMARSHALL AND BUIL b)HAVE A MINIMUM OF 13'-6" VERTICAL CLEARANCE, EXAMPLES OF ACCEPTABLE DESIGNSSELF-CLOSING VALVES DING OFFICIAL. . �qL;_ HAVE CLEAR AGGE55 AIDTHS A5 SPECIFIED IN T ARE ALLOWED IF THE FAUCET R,EMAN5 OPEN FOR AT LEAST 0 THE BUILDIN6 LINE THICKNESS OF THE A.G. PAVING BASE 10 SECONDS. CHAPTER 33 . ALL DOORWAYS SHALL HAVE A LEVEL AND MATERIAL, AND ALL OT)-ER A5PEGB5 SHALL MATCH EXISTING. 26.5EPARATE PERMITS ARE R'=QUIRED FOR PLUMBING, MECHANICAL, G) PROVIDE FIRE DEPARTMENT AGGE55 TO WITHIN 50 FEE- OF CLEAR AREA FOR A MINIMUM DEPTH OF 44" WHERE THE DOOR OTHER ASSOCIATED PERMANENT IMPROVEMENTS SUCH AS THE FRONT OF A BUILDING, 5AiN65 AWAY FROM THE LEVEL AND CLEAR AREA . CONCRETE CURBS, WHE PERMANENT PLANTING AND SUCH Ti ELECTRICAL, 516N5, CARPORTS, FENCES, POOLS,UNDERGROUND 3. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LE55 ON IF OR ABOVE GROUND STORAGE TANKS, AND DEMOLITIONS. THAN 12 INCHES ABOVE THE FLOOR OR AORKIN6 PLATFORM. 015%RBED OR DAMAGE DURING THE CON5TRUG7ION PROGE55 SEWER GAPPING PERMIT REQUIRED PRIOR TO DEMOLITION SHALL LIKEEA15E BE REPLACED AND RESTORED INCLUDING PERMIT. - -- __ PAVEMENT STRIPING, PROJECT SUMMARY - -- - ----- DIRECTORY BUILDING CODE: UBG (Iggl) EEU!TION T OWNER BUILDING DEPARTMENT 7_E _ • :. OCCUPANT LOAD AND EXIT W pTHS: _� MEGH/EI.FG ENGINEER LANDSCAPE ARC.�I-,,.,,, UMC (Iggl) EDITION LA_EAREA SAD FACTOR OGGUPANTS_ STERLING DEVELOPMENT CIT`r OF TIGARD LINO PALMIERE d A550C. At PACIFIC NEC (I"1"10) EDITION SALES FLOOR 37257 30 1242 3252 HLIDAY GOVRT, SUITE 225 �5 Sw HALL BOULEVARD !810 5. FAIR OAKS AVE. 8405 SW NIMBUS AVE. RECEIVING LA JOLLA, GA 52036 TIGARD, DQ "11223 5. PASADENA, GA q,030 BEAVERTON, OR g7D06-1120 CONSTRUCTION I GROUP: B-2 2324 300 b ATTAR .TEFF RA5AK ATTN: ROD FAIXTON ATTN: LINO PALMIEKE ATTN: MICHAEL D. SMITH aZ5 UTIL Y 716 300 2 TEL (61q) 546-8841 TEL: (503) 63q-4171 TEL (bib) 1qq-8212 TEL: (503) 62b-0455 CD GONSTRUGTION TYPE: TYPE VNON-RATED, R1LLY $PRINKLERED OFFICES g44 100 10 FAX: (61"1) 546-8807 FAX: (503) 684-126' 1. FAX: (8V lqq-0864 FAX: (503) 526-0775 a ALLOWABLE AREA: 12,000 5.F. LOUNGE _315 15 25 NCREA5E FOR 3 510EYAR05: 12,000 " 30 = 15,000 TOTAL: 41,620 57. (NET) ARGHI_TEGT �� ('2 5% x 10 : 25% INCREASE) 42,538 5,F. (GROSS) STRUCTURAL ENGINcER G!V'L ENGINEER GONTRAGTOR INCREASE FOR FIRE 5PRINKLER5: 3 x 15,000 = 45,000 MU51L PCRKOWITZ RUTH ANF ENGINEERS ? NUMBER OF EXITS REG'UIRED: 4 W t H PACIFIC S.D. DEACON TOTAL ALLOWABLE AREA: 45,000 5 F NUMBER OF EXITS PROVIDED: - 4150 5A PIONEER CT., 5UITE T' q 6443 SW BEAVCRTON-LLL 5D H' 5 500 7EL5TAR AVE., SUITE 10f 8405 5W NIMBUS AVE AG�:4L ARCA OF E3J'LDING: 42,535 TOTAL EXIT WIDTH REQUIRED: WIL5ONVILLE,OR. 81010 EEL MONTE, CA. q 731 L ALE WY t ,2b7 x 0.2 - 251.4" = 21.45 L.". BEAVERTON, OR 97008 501TE 432 � a TOTAL EXIT AIDTH PROVIDED: , TEL:ATTSAKE REINDE RSMA ATTN: NORMAN HON ATTN: BILL KOPF 30"1" = ?5 .5 L.F. TEL: (503) 685-7350 TEL: (818) 448-8i82 TEL: (509) 626-0455 PORTLAND, OR 57225 4 h-D" (5.15') = 276" = 23 L.F. FAX: (503) 682-3348 FAX: (818) 448-8002 FAX: (503) 526-0775 TEL: JOHN KUHLE SMOKE VENT ARTA. i ® 3'-0" (2.15') = 33" : 2.75 L.F, TEL: (503) 251-8151 HIGH PILE STORAGE ARCA 35,534 5.F, FAX: (503) 2q1-b4g1 VENT RATIO: 1/100 REQUIRED VENT AREA: 356 5.r-.SMOKE VENT AREA: 4' x 8 = 32 S.F. NUMBER OF VENTS REQUIRED: 356 5. / 32 = 11.125 (12) WQ _ Q j R W cc ABBREVIATIONS 00 -- -- --- SYMBOLSVICINITY MAP O 0: a cc m SQUARE FOOT/rCET GNB GONGE&m H05E Ewa ELEG ELECTRICAL GR GRADE MIN, MINIMUM RDWD Rf3JMf0UD TELEPHONE 4 AV G/J GEL 146 06)6151 EL ELEVATION 6YP 6Yp5UM M15C M15GELLANEOUS REr. REFERENCE TEL. OFF�,E r� E P El EG RIGAL PANEL T16 TONGUE AND 54DO`JE `0 GJ CONTROL JOINT MG MASONRY OPENIN6 FEFR- RETR16ERA'OR • CENTLRI.il EQ. EQUAL HB. H05E 51BFi MTD MOUNTED REINF REINFORCED Tom' THICK f ICI j • ROOM NAME t NUMBER GL6 CEILING EQUIP. EQUIPMENT .J. TRUSS JOLT (� POUND OR NUMBER HG. HOLLOW ECRL Mr- �AIN TELEPHONE REOb, REQUIRED T.P. TOP(�pARAflET ��J EXI5TIN6 G R CLEAR 14 EACH WAY HDR HEADER TERMINAL RM IL ��ILfIENT T5 TOP OF 5Nf:ATu,N6 4 AB ANCHOR BOLT r M U CONCRETE MASONRY UNIT E S.A EXPVjEO 57RLIC%RE ABOVE HOK HARDWARE MIL, 4A..11ON ABOVE C/0 CLEANOUT EXIS EXISTiN6 HT. HEIGHT R.HB REGExED HOSE BIBS T P. TOP Or Kk! A3 / • EXTERIOR ELEVATION ABV G 0 CONDUIT ONLY EXT EXTEi110R AIC AR CONDITIONING CDL GOLIlHN H.M HOLLOW K-AL N NORTH RD ROU6N OPENING A( AC AREA LTICDRA GO"rCRE'E HORIZ, HORIZONTAL N I.G 1401 IN(gNTRAGT ROA R16HT OF WAY U B G. UNIFORM BUIILD'NG CODE _ AD AREA DRAIN FDN F01lrDATIf7N 2 J • DOOR NUMBER r H.P. NIGH POINT NO NUF78ER R.S. RE�iAWN AGOUS AGOU5'fIGAL ..0'dl GONNEGTION F.D. FLOOR DRAIN HTS HEATTN6 NOM, NOMINAL U ON. L'NLE55 OTHIEFtW15E NOTED AFF ABOVE FINISH FLOOR CONS R CONSTRUCTION FF. FINISH FLOOR HOW+ HARDWOM N TS NOT TO SCALE 5 SOUTH VER' VERTICAL ALUM CONT CONTINUOUS FIN. FINISH HVAC HEATING,VENTILATION 1 5A7, SUSPENDED ACar;TICAL VTR VENT THROUGH ROOF SITE AP°40% APPROXIMATE GONTR. CONTRACTOR FIXT F XTLRE TILE ARCH GT3K GOUNTLR5Lw FLR FLOOR AIR CONDITIONING OC ON 6EV E ARCHITECTURAL it INSIDE DIAMETER OG ON GENTTR W WEST • KEY NOTE GY GLBIG YARD F1 FLOW LINE IE INVERT ELEVATION OD OUTSIDE O'A!gETLR 5C SOLID GORE ISSUED�flq CONSIAIJGTIOht BL WARD FLUOR. FLUORi'SGENT IN INCH OFD OVERFLCII DRAIN SCHFD. 5GHEOV.E WG WATER CLOSET BLD, BuILDIN6 DBL pErADOUBLE FH. FRE HYDRANT INSUL. IN51A.ATON O"6 GPENIN6 SECT 5FGTION 4 • DETAIL NUMBER /SLEET NUMBER JOB No. BOK BLOCK DEPT DEPARTMENT F.O.M. FACE OF MA50NRY INT. INTERIOR OPP 0F'P i-1 L* SLIT SI$T WOOD '-- -- �-K6 BLOCKING �' DETAIL f.05. FADE OF SrUp WATER HEATER -- 58.1 a a SHr6 SHEATHING h5, 22 g+.•1 �I„f D/F iJOI,KLAS FIR FI$ FIN154.`�RFAi;E NUO WITHOUT 1r JOINT PARTN PARTITION PLOT DATE: B.N. DF DRINKING FOUNTAIN F.S. F1.00R SINK PL PROPERTY LINE SIM. SIMILAR KF J. -- BOUNDARY NA'; 146 SPEC. SPEGIFIGA'ION AATM RD 15T N JOINT BOT, �.TO,,,r DIA. DIAMETER FT, FOOTi►-'[ZT VCR WATCTt RE515rANT LAM. LAMINATED PEAS PLASTER 5Ci NAPLOT SCALE: BTy� BE-YCEN DIM DIMENSION FTG. FOOTTNG LAV LAVATORY PL.56, F111MBI% 5f�RVIC Wri•F. YQDED WIRE FABRIC - A4.1 • BLDGJAALL SECTION NUMBER / SHEET NUMBER DW Dt?NN Fi.RR �K• SERVICE SINK \ IN6 LT L16W PLYWp PLYWOOD 55. STAINLESS STEEL V G CA"IBER Dps R DOOR R� rU'URE P.OG POINT Or CONNEGT)ON 5TD STANDARD N/AWN BY CATV GABLE TELEY1510N Ol"45 UT MAX. MAXIMUM PR, PAIR CB. CATCH BA51N �`' 6b,V. 5SA �NIZED MB MACHINE BOLT P T PRE55URE TREATED STOk STORRA6E ? INTERIOR ELEVATION BRF%.Y M CEM CEMENT STRUGT. 5TRUGTURAI A6.I< > SHEET TITLE: E �5T 6G. SALVA I Go IRON TOR MECH. MECHANICAL • (SHADED ARROW5 INDICATE5 ELEVATION 5HOWN) TITLE GER GCRAMIG MET. METAL. Q T. QUARRY TILE50 V. SHUT OFF VALVE EA. fJk:H 6.1. GALVANIZED IRON E.G. rYAPORATTVE COOLER 61B. 51_U-LAM BEAM MSR MANUFACTURER 5YM 9YMME7RIGAL EJ. EXPAN51f7N JOINT 6L. GLA55 M.H MANHOLE RSHEEE' D ROOF DRAB: TS TOP OF BEAM ---�> • LL TYPE NORTH SHEET NO b� 640E+14D T.G. TOP OF U1R8 WA Pacific Hwy.15532 Bldg.C q • GRV LINE ELC 95.0242.7 866072895 2 0l 29 - --- \ TS-1 • CGlUIpMENT TAG If fhis rwrlrr appears clr' rr'cr Orr fix docuruent, the document is of m:11 rpin;rl !r+L� � � � . �_�� �� '� � . .���!��.- ►J�I�I�I�I�ii �7�Ii�i�a����, t,min� 30 XCD1 I {�{{� (�IIII I►11�111i IIIIIIIIIIINIIIIII I{IIIIIII Illfllllllil!I�HII IIIIIIIII ii{IIIIIIIIII{IIIIIIIIII�I{III!Illhlli Iq'�i► ren ' +i w } SITE NOTES 1- CONTRACTORS SHALL VERIFY ALL DIMENSIONS. ELEVATk-)NS I AND CONDITIONS MOR TO ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY I1115GREPANGY. CONTRACTOR SHALL BE I \ RESPONSIBLE FOR ALL GORRECTION5 AND REPAIRS REQUIRED DUE TO HIS FAILURE TO CDNiAGT THE THE ARC"TtGT. 132 2. CONTRACTOR SHALL BE RE5PCNr5IBLE TUR OBTAINING AND �� ���� \' �� / / ► i PAYING FOR THE COST Of ALL N5PEGTION5. TESTS AND PERMIT5 A5 TO COMPLETE HIS WORK AND AS CO ON H - -- T E PLANS AND 5PEUFICATI0145 AND AS �� ° \\� �► / RECOMMENDED BY THE SOLS REPORT AND/OR REQUIRED BY ANY GOVERPIMENT AGENCY. CONTRACTOR � A ` I 3 ANDPROPERTYHDURINGROGONSTRUGNON AStNECE55ARY PER 12 TO ONS \\9 CITY AND IOGAI. CODE REQUIREMENTS. 4. AL1. MATERIALS AND 54TE WORK TO CONFORM TO LAfE5T f GOVERNING BUUUNG CODES. ORDINANCES AND REGULATIONS. 20 7 S. THE PROJECT MANUAL SHALL BE A PARF OF TH15 CONTRACT Q. ALL GRADING WORK 51 CONFORM TO GOVERNING REGULATION5 J2 AND ORDNANCE5. 7. THE `OILS REPORT KOR THIS PROJECT SMALL BC A PART OF THE5. DOCUMENTS CONTRACTOR SHALL NOTIFY THE I 30 t; i ARGH(TECT/ENGINEER Of ANY DISCREPANCY BETWEEN THIS REPORT AND THE SOILS REPORT, PRIOR TO BEGINNING WORK. 20 � 6I 21 _ I I REFER TO CIVIL / \�\ B. BUILDING PA05 TO BE CONSTRUCTED t-ER SOLS ENGINEERS }' SPECOICATION5 . WITHIN 0.10 FOOT OF THE LANOOCAPE PLAN5 ,, \ CLCVATIONS SHOWN ON THE DRAWINGS. 9, THE SITE CONTRAGTCW SHALL PROVIDE THE OWNER WITH 1 -m"S 'Low 9 i LETTERS Of CERTIFICATION FOR COMPACTION Of ALL PADS 9 AND PAD ELEVATIONS N THIS CONTRACT. i0 1 i ♦ , •`\�� 10. PROVIDE GRADED PADS PER CIVIL DRAWINGS TO 5"-0' ' 3° ° 4% 10. ♦ I ! BEYOND BUILDING FOOTPRINT AND CANOPY COLUMN LINES AS 36 6 ° ���- 6 - --� 16 SHOWN CMI THE DRAWNG5. ww 36 7w Ir 36 f Mo 1 r ll. ALL EXCAVATION. BACKFILLING. GRADING. EARTHWORK AND 21 - ° - -- -- >> aQ ° 6 501.5 PREPARATION WORK SHALL BE PERFORMED UNDER THE l?DSCRYATION Of THE 5c71.5 ENGINEER AND N ACGORDANGC 70 - 7 1 WITH THE 5011.5 REPrAT. N NO CASE SHALL ANY SURFACE SOLS. FILL MATERIALS OR 69 R --C- ° _ \� 1 I BACKFILL BE WAFER SETTLED WITHOUT WRITTEN ' 1 MCI 36 wC C 1 1 AUTHORIZATION OF THE SOLS ENGINEER. - - - v 11- PQ 2 13 IJTLffY (RENGttES REQUIRING EASEMENTS SHALL NOT DC -- - t�. -,- --._ ..___ --- OAGKFLLEU UNTIL SURVEYED , 0 0 REFER TO CIVIL _ _ -- 0 0 •0 -' - 0 0 0 ! I � 14. CONTRACTOR SHALL VERIFY. N FIELD. ALL CLEYAiIDNS. FLOW L - -- -- __- _ - - LANDSCAPE PLANS i / / � --- - - _ I (7 NE5. EX15TAIG CONDITIONS. AND OF PCNT5 i I 1 13 / CONNECTION WITH CDJONNG PROPERTY. ANY DISCREPANCIES SHA.L 5E GALLED TO THE ATTENTION Of THE -- -- -C� � ac BC � C i � � � I / / I ARG`MTCGT BEFORE PROCEEDING WITH WORK. ILP. CONTRACTOR TO PF,OVIDE AND ADJU5T TO FN15H GRADE i -t 1 M Fw5H 5URFACE ALL WATER METER VAULTS. GLEAN OUTS. _ 19 / PULL BOX COVER5 AND OTHER UTUTY ITEMS INTENDED 10 19 1>i -- __ 19 _ ° ' g12 , 1 / / BE FLUSH WiTH ADJONING SURFACES, IRRIGATION WATER I - METER IS TO BE APPLIED F � � - � _ ____ \ I � �► / OR BY CONTRACTOR. 1 1 36 21 36 -2Q 36 36 11 36 36 JO 1 A, / 16. CONTRACTOR SHALL VERIFY THE WE AND LOCATION OF ALL 20 `1 ° Q -� 6 ° `,� / '7 UTUTY LINES AND STUBS A5 MAY BE INDICATED ON INE --- -- ---1- -- 2136 A / UVL ENGINEERING DRAWINGS. 1 -- 2 --- 0 1 � I � \ "�'��` / 17. SIiE UTILITIES SHALL BE PROVIDED TO WITHIN 5"-0' Of - 1 -- / BU1111-DING SLABS IN SITE CONTRACT. THE BUILDING GONTRAGTOR 5HAIL MAKE CONNEGTION5 AND CONTINUE ALL UTUTIES INTO THE BUILDING. TRADE UNION RULES _)F DIVISION OF WORK ARE NOT TO BE U5ED TO DETERMINE TH1 RCSPONEiIDIIIT%, THE CONTRACTORS A1FE REPONS3LE FOR C I / GO-ORDINATION TO PROVIDE OPTIMAL FUNCTIONING UTILITIES 1 I U �!J I 70 U 019 !P �-�` // fi 1Q. UTILITIES TO DIRT PADS SHALL EXTEND TO METER - 2 7 / V � Q S 1 7 \ y / VAULTS OR A5 5HOWN ON DRAWNr55. UTLITY TERMINATIONS • =� SHALL BE MONUMF_NTEO AND DMUMENTED ON 'AS BUILT' 0 5C e �• \� / DRAWINGS. 1 1 _- 19. SITE. CONTRACTOR SHALL VI��-IT THE SITE PRIOR TO 1 1 �1 I I \ / COMMENGNG WITH THE WORK TO DETERMINE IF ANY -uy UTILITIES ARE REQUIRED TO BE REMOVED OR RELOCATED AND =� SMALL NOTIFY. N WRITING. THE ARCHITECT AND UTILITY I C 1) 0 21 21 q I COMPANY SITE CONTRACTOR SHALL INCLUDE ALL COSTS OF I 20 11 I / / THIS WORK IN CONTRACT. 20. LANDSCAPING AND IRRIGATION SHALL BE COORD*1ATED BY C` I \ / THE SITE CONTRACTOR AND SHALL BE !NGLUDcD IN THE SITE 69 71 / WORK CONTRACT } 21. COVER ALL CONCRETE SLID 5i1RFAf,E5 WITM CORNING PAPER 1 72 72 26 1 \ / BEFORE STARTING ADJACENT CONCRETE SLABS. CONCRETE GONTRACTOK SHALL BE RESPONSIBLE FOR COMPLETE REMOVAL 9 AND GLEAN-UP OF ALL ACCIDENTAL AND UNWANTED SPLASHING OF FRE5H CONCRETE. 22. UNLESS 5PLUFICALLY NOTED OTHERWISE ALL CONTNUOU5 CURBS AND PLANTER CURBS SHALL �0 / FAGE� IDFD OFGURB5T S AGED FEQUALLLYCATJOINTS'OA O.0 AT MAXIMUM �Q�/ AND AT INFLECTION PONT5 OF RADU5. PROVIDE / I / EXPANSION JOINTS SPACED EQUALLY AT 40'-0' LN. FEET OC. MAXIMIUM AND AT ALL 90 DEGREE OR LESSER GORNER5. 23. SHEET SA-1 IS TO BE USED FOR COORDINATION OF THE 511E Z WORK. THE OM55ION OF FACILITY. FiATUR` AM04TY 0 w ETCE"ERA SHOWN ELSEWHERE IN THE 51TE WPOVEMENT ,•� DOCUMENTS 5`1ALL N FO WAY RELIEVE THE GONTRAGTOR O,' THE RESPONSIBILITY OF, PROVIDING SAME. 'WITHOUT ANY Lu I S NORTH ADDITIONAL COST 10 TILE OWNER. WHATSGEVER. + f I 24. SIGN GONTRi+GTOR TO OB0TAIN SEPARATE APPROVALS AND \� PERMITS FROM GOVERNING AGENCIES FOR SIGN.',. E - 0 SITE FLAN KEY NOTES -i LEGEND 25 ON STREET IMPROVEMENT5 PLANS NOTES OFF SITE WORK SHOWN 1 15/SA-2 TRASH LL _SURE - CONSTRUCT t2` WIDE CONC. SMIPWALK AOJOININC PLANTER CURB INCLUDING TRAFFIC CONTROL AND STRIPING WILL BE A PART _ .1 6/SA-2 - __-__ ._.. -_._ _ .._____.-. -__ -._. 43 I11/5A-2 PAINT 'COMPACT' AT EACH COMPACT STALL (-- -�- -.._ ___.____.__.___.._ .______._._.__ OF THIS GONTKAGI. EeL MMI RE NET I�LANjER 1MpTN 15 J'-Q�R � __-- - 64 INSTALL__CAUTiON TRUCK EXIT SIGN 2 STUB FOR FUTLI'E FIRE HYDRANT - ------'-_------ - r� f _ _ 23 i EXISTING STEPS___ 44 NOT USED 65 17 -` - --i- - ------PURSUANT TO HEARING EXAMINER CONDITIONS /1 26. SITE CONTRACTOR SHALL Fift-D VERIFY AND INCLUDE ANY V -" /15A INSTALL DISABLED STALL SICK (AS MODIFIED BY THE GTY COUNCIL), A DRAFT RE5 RCTIA 2 3 19/SA-2 NEW PARKING LOT LICNT FOR LIGHT STANDARD DETAIL SEE SE-1 - 24 13/SA-2 CONSTRUCT DISABLED PERSONS VAN PARKING STALL, TYP. 45 INSTALL CONIC. PAD FOR FUEL TANK _ 66 DEMOLISH EXSITINC BUILDING kPAVING- CATCH BASIN - SEE CIVIL COVENANT ADDRESSING THE FOIIOWING ISSUES SHALL BE '.UBMITTED AND AIL DEMOLITION NECESSARY TO COMPLETE H!5 WORK N 4 YL N I .,r MIA !ALAN I t 'j AN �IR�IT� Y -- -- _ __ _ FOR CITY REVIEW AND APPROVAL: (1) EXCEPT FOR UNUSUAL THE CONTRACT ANC SHALL OBTAN ALL NEGES5ARY PERMITS 4 -_ PCR .ML-' C ICA P. PF 15 23/SA- INSTALL CONCRETE FILLED PIPE B(xLARO. 46 EXISTING RETAINING WALL _ - - - "GR%UMSTANCES, All TARGE TRUCK DELIVERIES SHALL. BE dETYYFEN TO PERFORM MS WORK GAS METER LOCATIONS. PROVIDE PROTECTIVE PIPE BOLLARDS WHERE '- _ ___ 61 t5/SA-9_ EDGE OF CONCRETE PAVEMENT �R i THE HOURS 6:S, A.M, AND 6:00 P D MONDAY THROUGH BE 3ErWi2DAY; TU TRAFFT�, _ 28 CATCH BASIN REFER TO CIVIL PLANS 47 PAINT DIAGONAL STRIPING PER CITY STANDARDS _ FIRE HYDRANT AND (2) ALL WAITING TRUCKS WHICH MUST BE KEPT RUNNING AND CONSTRUCT CONIC. CURB OR CURB AND GUTTER OR CURB, GUTTER _ _ 68 JO/SA-1 t_AOOEK AT DOCK __ _____ _ - NMICH ARRIVE AT I•1OURS OTHER THAN 6:00 A.M. TO 6:00 P.M, OR 27. SEC CIVIL PLANS FOR IRKING LOT DIMENSION LAYOUT. 6 N��I(�YN`ALK. SEE �IV►L DD�i 11N,�$„_.., - 27 - CONCRETE STAB ON GRADE W � � � 48 EXISTING TRAFFIC SIGNAL -- 69 - TRANSFOt'MER_ - -� � - STAY AFTTR THOSE HOURS WILL BE QUEUED ON THE F:A51 SIDE OF 1 2?/SA-1 INSTALL STOP SIGN ON POLE _ _ 28 _ 8'-0` HIGH CHAIN LINK FENCE REFER TO CIVIL PLANS 49 BASE OF ELECTRICAL. POWER PYLON - 7p - �r MANHOLE COVER - THE COMPLEX. IF THERE ARE REASONABLE NOISE COMPLAINTS, THE _ _ SERVICE CABINET _ APPLICANT WILL BE REQUIRED TO CONDUCT A NOISE TEST TO 2a. `�Df �dPE OF AGGESSIfW E ROUTE OF TRAVEL TO BE MAX. T 4B 8 16/SA-1 INSTALL DISABLED ACCESS SIGN ON POLE 29 15/S_3 8'-0` HIGH 8` C.M.U. WALL - PAINTED MILLER /537.3M 'GROTTO' 50 EXISTING EASEMENT TO POWER COMPANY - -- -DETERMINE WHETHER THE MUCK DELIVERY OPERATIONS ARE IN 1 TRENCH DRAIN LIGHT STANDARD W/ ONE LAMP ON COMPLIANCE WTH niF CITYS NOISE ORDINANCE. IF A VIOLATION IS 29 ANY DEM(.)LITIOI. WORM NOT SHOWN ON F3LA.DNG DEMOLITION PLAN. 9 WHERE EXPOSED TO TRAFFIC. SEE CIVIL DRAWINGS-INSTALL FTRE HYDRANT ASSEMMYIWT7��-7f]pr FELL. 30 LANDSCAPE AND IRRIGATION PER LANDSCAPE PLANS 51 UNDERGROUND VAULT FOR FIRE LINE PIV AND FIRE DEPT CONNECTION 72 10 A BASE MOUNTED POLE(28' HIGH MAX.) FOUND, THE APPLICANT SHALL BE PERMITTED TO MODIFY ITS SFIEET D-1, 15 PART OF TH15 CONTRACT. -`--_- - - __ __ /5A-1 STEEL BOLLARD REFER TO f.IECTRICAL PLANS FOR DETAIL -IM E'RA TIONS }0 ELIMINATE THE VIOLATION. IF THIS PROVES TG BE O F 10 N07 USED _ 31 EXIST. ASPHALT TO BE SLURRY SEALED AND RESTRIPEO 52 FIRE DEPT CONNECTION y - SS BLE, FEN THE APPLICANT SHALL LIMIT ITS TRUCK DELIVERIES 3 REESTAN4ING PYLON SIGNS DT OTFtERS(NIG) - UNDER E,EPERATE M� NS UCTAPR AN D§I WAY-75-1-OCAL ANDA p __ LIGHT STANDARD W/ TWO LAMPS ON BY KS-1 ACCEPTING OR MAKING DELIVERIES BEFORE 7.00 A.M PERMIT. GENEkAL G7NTRAGTOR TO PROVIDE ELEGTR,IGAL ROUGH-N �� 1t ?6/SA-1 RAISED PLANTER AND SEAT. SEE LANDSCAPE PLAN. 32 ME CIVI�RAMANGS _ 53 _ _ EXISTING CONIC WLLK - A BASF MOUNTED POLE(28' HIGH MAX.) AS PART OF RAL CONTRACT. REFER TUE T REFER TO ELECTRICAL PLANS FOR DETAIL PURSUANT TO HEARING EXAMINER CONDITION /7, A COVENANT ELECTRICAL PLANS. T IUM C � �� � a C` 3J CONCRETE WALKWAY. REFER TO ARCHITECTURAL FLOOR PLANS FOR ALL -STATING THAT IF THE TENANT C SITE D NOT DEVELOPED MAflT 11 11/SA-1 MEDIUM BROOM FiNiS � � - � SIDEWAI KS AND_FLHWLTFR !I' RIJII DING iYP) --�_ - 54 NOT USED - -" - - M - - ---- NUMBER OF PARKING STALLS, TYP. THREE YEARS THAT "THE APPLICANT SHALL BE REWIRED TO HIN31 mE CONTRACTOR SHALL BE RESPONSIBLE 'r OR CONTROLLING 93"�S_?^?_9 ____ _ _ - _ "" -`- - -- -- � S - STANDARD STALLS 9' x 20', TYPICAL POLLUTION, EROSION. AND SURFACE WATER RUNOFF BY PERFORMING PLOT DAM 13 15/SA-1 SEE ALSO SOILS REPORT. PAINT PARKING STALL FOR 34 EXISTING DRIVEWAY. SEE CIVIL PLANS 5S NOT USED _ CONVERT ALL LANDSCAPING AND OTHER IMPROVEMENTS TO C - COMPACT SPALLS STALLS 8'-6` x 17, TYP. PERMANENT INSTALLATION, PARKING SHALL BE REDUCED 13Y TDO THE WORK. INCLUDING BUT NOT LMTED TUo 14 S'-0` X 5'-0` WHEEL CHAIR TURNOUT IN 5'-0` WALK - 35 PAINT 12` WIDE SOLID LINE 'HIGHWAY WHITE' _ 56 4'-0` HIEN 8` THICK MASONRY WALL PAINTED - - "-' - - ----- -- -------- ,��+ VOWS _ __ FREESTANDING PYLON SIGN NIC STALLS WITH THE CONVERTED AREA BEING DEVELOPED AS 3 _ Q SIGN(NIC) I_ANOSCAPFC OPEN SPACE IMMEDIATELY ADJACENT TO THE SOUTH 1) MAINTAINING TItE E%ISTNG STORM T�EWER Al ALL TIMES BY PROVIDING rIOT 15 !9/SA-2 STOP SIGN AND DIRECTIONAL ARROW PAINTED ON ASPHALT 36 9/SA PAINT FIRE LANE CURB - ~y 57 INSTALL TRUCK ENTRY ONLY SIGN v - - y II TYPE A', 'B', OR 'C' SCT IJ REFER TO SITE ELECTRICAL PLANS FACADE OF THE COMPLEX.' DITGHE5, BERMS. CULVERTS. I'UMP5 AND OTHER MFA5URE5 TO 16 20/$A-2 PAINT DIRECTIONAL ARROWS ON PAVING --- _ '-- 37 WARP ASPHALT FLUSH WITH CURB(2x CROSS SLOPE MAX.) 58 _ CREASE TRAP UNDERGROUND - Y -^ �-`-` -- -- --- GONiROL 511f;FHGE WATER. -- - - 2> BUILDING DAMS SETTLING BA51N5. ENERGY DISSIPATERS AND 17 21 - - - INSTALL C N ANS M YAUIT, PAU AND F'IPF. CUA D -- ------ y -� BACK EXIST CONCRETE AND ADC NEW CONCRETE WALK AND CURB. 59 RRR�FR_TO $ITE fLECT$I�J� FLAN OTHER MEASURES TO GONTKOI DOWNSTREAM FLOWS. X� .- -- - - SHEET -1 10 -0 WADE CONIC. WALK SCORED S'-0` O.C. MEDIUM BROOM FINISH 39 CUT 18 11/SA-1 2' CAR OVERHANG, TYP. � J9 HIGHWAY T_�OW_� � ' �_ 60 F_xf$i1NC LIGHT STANDARD TO REMAIN - - - __ - ----� - - -- 3) GONTROI LING UNDE=RGROUND WATER FOUND DURING GON5TRU(.TION Wm _ `- --�- _ __ __ 4) COVERING OR OTHERWISE PROTECTING 5LOFE5 UNTIL PERMANENT STIP P�./1N 19 13/SA-2 CONSTRUCT DISABLE' PERSONS STANDARD PARKING STALL 40 NOT USED _ 61 NOT USED V - V - ER 20 27/SA-2 ''HINT 5-0 WIDE WALK HATH 4 WIDE. DIAGONAL STRIPES O.0 41 CONSTRUCT 8 0 IMIDE SIDEWALK PER LOCM_ $ AN� pARpg 62 LOCATE AS SHOWN EXISTING PLANTERS SALVAGED DURING DEMOL1110N. - -- -- --- - -- OLAON GONTROL EASJRES ARE W M 0:2KNG. PAVING- - -��-��-L-�-�N�------ __ __ _ REFER TO LANDSCAPE_D_WGS FOR PLANTING MATERIALS. _ 21 2/SA-2 NEW SIDEWALK RAMP MAX. SLOPE 1:12 -! - 42 INSTALL 'RIGHT TURN ONI.Y SIGN' BELOW STOP SIGN ON STOP SIGN POLE 63 11/SA-2 INSTALL PRECAST CONCRETE BUMPER ~- ^- -- I Pacific Hwy,15532 Dldy,C ELC 95.U242,7-66C/0721395 ONLY) _ SA-1 3 of 29 SITE PLAN (REFERENCE I SCALE. ,. 60._0" If Illic notice uplv;n-.s ch arra. 111;111 Ilse document, the document is of markiunl quI11;,y, i�l� : .: �t._�l.. " ! . �#:. �11►i �E��� llzt� � � �� ►N ,'��ihui►i��lnn nlllnnllltllml nnlim nuhm mIhIII huhu)ijnlnu�nnllui�unlnn►uulnn r�� iii ' , _ ... .'n.. Y ...._ .. i.. .'I,.. TALL;. .S.: ••L,.r,. ' f�EVISJCNs 2-O —B EQUAL SIDES -r- - 10"2 TYPICAL AS OGGuR5 I/2" RAD -- 4�ICOAT5iP1G WAY - -T- --- GONGRET'c SIDEWALK PER PLAN = AABLOCK FOR REINFORCING YELOW (TYP) � ALU MINUM 5IbN PAINTED C N LL. PL.ANTIN& SEE FLR PLAN RED A/ I' WHITE EQ EGA EQ. EO. 1 F T-N* PLAN r AREA/ TUBE STEEL � � �' -- � :y POST, TfP � - / - I X 8 3/8" HIbH 1 �_ WH TE PAINTED LETTERS n 1 3 ST USE &ALVAN ZLD BOLTS \ FIN 15H &RADE p 7•o C . i. Z l- •i8' H'Gh r+E-VETiGA I -- •- � _ MED. 2-COATS HIGHWAY WHITE l WALL --MASONRY -- STRIPE ;' SLIDING B.',R _ f `n� a 2-GOAE5 mi&HWAY 4p, LATCH �1 w�4I T E "�E TION �+`. ----MET B„ to ` p _ ` AL DOOF - - -,I -- GA:V.STL.UN!STRUT GONG GU�c.3 SEE \ ` SEE SITE I• LLJ --- SET IN GOkG FTb. A SLE CIVIL PANS --- ' L -- CANE BOLTS SET 'N x 1/2' X 5% ON& PIF! PLAN b> m 5L.EEVE IN 5LA5 26 TRASH ENCLOSURE 21 THIGXENED EDGE ® PLANTER 16 90 HEAD TO HEAD 11 STOP SIGN 6 STOP SIGN 1 FRE ��A_E -RO '�✓ 5GALE. /4'- p' 02-�.Rf9C�- R.. J Ci SGA_C 12 = -O _--x'73 R- ✓ O 5GA_E: 1/8 -1'-O" R- O 5GALE = O 4 R_ / 02 5CA_E - MORTAR GAP i MATCH A HANDIGAPpED STALL - ....T GA 0*4E�h1ZUBLE FAGS 51GN, VERIFY EXACT R nn 5�bh r CUR: USE � / EXTERIOR GEMENT PLASTER TO �� ---- MAG DJ BU'L.DINb WALL-5 / T ED ....T PORCELAIN ON STEEL - - GONC. j- LOCA ION PRIOR TO a CORNERS I REFLEGTORI ZED 5,bN, r INSTALLATION � I bX8X 6 GONG. BLOCK ✓rA..•.JtAY / `30LTPD TO UNISTRJT &ROUT A.L. CELLS " -- GONG.GURB RESER JE T f I / / EOUA- TO COLORBLUE T % - / SEE G'V'� �_ �'rS NO. 50,20 0, IN 5TANDARD N (;ONS.FTbNiST T SET 04 VERT ® 32" O.G. I" b" 1----- -CONCRETE CURD. (l J I I L 10 SEE CIVIL DRAWIN65 -- m FEDERAL R4 CONT. _ORIZ 5452, TOOL .JOINT W/ 5/6" � � � Q � _ - HICjHWAY-WHITE I!, R GONG. CURB RAMP' I ti b" X b" CONCRETE CURS EXPANSION JOINT - W/ 1:12 MAX. SLOPE �p 5'rMBOL t ETTERS I NOTE: 31GN TO APPEAR A- EACH ON 3 SIDES � , -- _ 1 8 MAX. SIDES � _ w 4 HEAVY BROOM 1, I REFLECTOR!ZED 51 N ENTRA iCE TO OFF 5�EE- PARKIN& e r 36 ( ) N FINISH (TYP.) �D I I (5TL. t PORGTLAI'N) W/ ATH LETERINS NOT LE55 THAN r h Q b" THICK SLAB OVER SIDEWALK _ - BEADED TEXTURE OR EO. I" IN HEIGHT STATING: - _ TO UNI5TRUT 4 BROOM FIN15H-SLOPE LANDSGAPIN6 WHERE OGGURZ 4" WIDE PAINTED II I "UNAUT++ORIZED VEHICLES NOT 2" OF SAND, MEDIUM o '�-1 BOLL"�D h _ II I GONC-AALK OR AG PAVINb PLACARD TO DRAIN - A.G. PAVINo PARKING STRIPES 1 1 15TIINbUI PNb -_ --• �� -• �. 5 L EN5E LATE5 1i j I ------- - �J" 2-GOATS OF d� I II �_ - ISSUED TOR PH`r51GALLY HIbHWAY YELLOW - 1 II I 1/�' SQ. bAiV. STL. v>^ UN,STRUT SET IN GONG. HANDICAPPED r*R5ON5 MAY FTG. SLEEVED t BOLTED B E TOONEEN EDTOWED VEH GLES AT 5 OREGON _ �-~ �.r_c —'Ir 4 - I 8 HANDIGA11i {�-.. -- m MAY _ I ;' �.�r ; �- . .~ b 5YM50L OR BY TELEPHONIENb AT Q CONG.FT&.YV/ =-,M 8„ DIA. - tts GONT.Tt B A/C PAVING ----- SEE CIVIL TRASH ENCLOSURE WALL CURB AT WALK11790 HANDICAP STALL DBL. HANDICAP STALL SIGN HANDICAP NOTICE SIGN 1 x RrV S:A_C 2 7 ! . BT RC`✓ C SGo+LE: 3/4"a1'-O 22 REV `�GA,_,1 N-5 .� qr. 12 c . c = 7 , = 2 y U Gi-I�b / 01 SGA�t=: /8'=1 -0" Jam- �5 R. / J 5,.A__ -C Gam- 36 RC J O SALE: -O HANDICAP STALL ; 513N, VERIFY EXACT LOCATION PRIOR TO FONSH LOCK FT WALL A q �„� INSTALLATION - F -0_-5 s 3„ 2 PER P-AN-ER GONG.GURB �- I" b^ SEE CIVIL PLANS - OWN NOTES r- - 4X4XI/4 TUBE STEEL -- m s I.5YMBOL PAINTED POST FILL WITH -- LAti��iGApNS - CONCRETE. PAINT TO I 1 2 3' HIGHWAY WHITE MATCH TRASH ENCLOSURE \ (TWO GOATS) n 1/�"RADIUS ! PAINTED GONG. CURB RAMP r_ f HI&HWAY W/ 1:l2 MAX. SLOE d ,_ANTER �• PANTED BLUE, j WHITE (3) HEAVY DUTY 3"WXS"H to ____�_ 1:8 MAX. SIDES _ __ EG�UAL TO COLOR (2-GOATS) `- HINGES WELDED TO FRAME • CONCRETE CURB t HEAVY BROOM J tt a IN F ---- t CHANNEL, PAINT TO n --- --- FINISH (TYP.) �_ - 50 O ED. — MATCH ADJ. SURFACE S6 IO„R L STD. 5Q5A � w --;' 4” WIDE PAINTED LJ — L2X2,KI/4 FRAME AND � , ,; M kn '� 1 DIAGONAL BRAGINb 4 H' ,1`%•_ `_ 4 REBAR CONTINUOUS, TYP. PARKING 5T21PE5; �l 3 /2 � 3 5"'�BO_ '�EASURCS 1 • WELDED ALL AROUND b �```' 2-GOATS OF 3-O SC�UARE v HIbHWAY YELLOW 3 • 3/8" GORR N6, AE HANDICAP 8 PLAN STEEL DECKING, WELDED TO FRAME, PAINT TO SYMBOL MATCH ADJ. SURFACE -- - - CCU TRASH ENCLOSURE DOOR 23 CURB AT PLANTER 18 90 HANDICAP STALL 13 HANDICAP SYMBOL S DIRECTIONAL ARROW 28R✓'✓ SGA:.0 C� �qb FC✓ C2 SGA�C: /2'sl'-O" R:=✓ SCALE N`5 01- �8 RE: i?. 5G ALC /8 -O O'- 5 RC'✓ O SCALE - -O' Off- b RC'✓: OI SCALE: 3/4'=! -O" 3 • 3/4" JEEP SAWGUT - BLDG. LINE- OR PLASTIC ZIr* SIRIP RAMP TO GOMPL`r �J "TO BE GUT WITHIN 24 3" HIbH STENCILEV LETTERS 1/4" DEEP &ROOVES ® _--- ii JR5 OF CONCRETE POUR) 025'-0" INTERVALS, ON GAR O`✓CRHAvG 3/4 cG WITH FEDERAL, STA E t GURBFAGE AND TO OF LOCAL CODES CURB 2 OATS _ SEE SITE PLAN J GOtiTROL JOINT A PAINWT,ATYP�r,I AND REGULATIO'v5 GVNG GJRB 'DOLED EDGE --- 4" STRIPINI57 (2) HEAV`r BROOM FINISH O p� vOATS OF "HI(y4i �J M a (� BCE GRAD NG P'LAV .* � — � I 0 _ / � I,I AX 5L-OPE X V" ELLOI PAINT O M EDGE OF 5LA3 � 7 — - - - - -- ---- nn — 6" OADING a ui F ER5 TO BE '-�/ ` +4X24" LONG, SMOOTH GH t 1' W DE 1 I I Q DOWEL ®24" O.G., ^�"'�> c'A,NT W/2 GOATS GREASE ONE END. __ a �16HWAY YELLOW" Il�il n GONG. CURB, PAINT TOP t FAGS a' WIDE STRIPING DEPTH TO MATCH -- — O OF GURU WITH TWO GOATS OF Wo-(!OATS "HIGHWAY ------ UNDERLAYMENT DEPTH, c. /;�ilTl (TYP). --EO - 5 6 EQ_ - I n W o / "HI!�HWAY RED" PAINT I II -`-_-- -- -- - -,--____- __-1 W SEE FON. PLAN D U Ir SEE SITE 4-p° CL O GON5T. JOINT PLAN i MIN. m _ C.vSZn rgGr � � LL (` C� CE .......... _ 9 CONCRETE SLABS _ F ,RE LANE_ CURB 19 90 STALL AND CURB 14 LOADING ZONE STR;PING 9 CURB RAMP 4 � < R^ - 2 V - ��� `F- J G SGA�C: 3/4' 1'-O" _ 24 r-!�ti O RC'/. 00 SGAL_C I'=1'-O' G'2- �C4 Rr✓ C�' BGALE: I/8 a1 -O O�-3Q�1 F-✓ G SGA�E a = -O - RC✓ SGAL.E /8" -C 0 Q f ROOF DRAIN, FOR SIZE a - SEE SITE ELEC. PLAN FOR LIGHT LOCATION SEE ROOF PLAN PAINT 3" HIGH STENCILED LETTERS 0 I' BTA!�DARD HEIGHT t CONDUIT _ / �_ J^ SIZE. SEE LEGEND FOR FINISH. P_LA _VffY9_ -' DOUBLE FACE CART LINE OF TOP OF CURB W/ 2 GOATS OF HIGHWAY A.C. WHITE PAINT, SEE SITE PLAN /// �) HAND HOLE W/6A5KET COVER PAVING IN I _ r 5'm XI/4" THK GALVA'�IZED 2" 2" I - PORCELAIN ENAMEL ON FOIJ OUN V -------ALUM, BASE GOV_R2 OVER GALV ETCE�_ p --- 57EEL 5!(yN W/WHITE PAINT TOP t FACE O! CONE. CURB �� -_ I" X 11 1/2" X II 1 2" BASE PL. W/ IPE GUARD, CONCRETE FILLED. y w - BACKGROUND BLACK I 2 GOATS OF "HIGHWAY RED" PAINT \ PAINT W/2 GOATS OF HIGHWAY .- z 4-I" X 36" A.B OVER I"DRYPAC'G „ I � I SHOPPING LETTERS, RED ARROW Ir ELLOW. `Q f+ t BLACK BORDER ---. .. - -c � . c CART 153UE0 FOR CONSIF�ICTIOk ` CONCRETE iNALK - Q 012 C.0"IJ GROUND YN'RE I J AREA i ------ - 1 �� F!N. 5URFAGE - _----- USE GALVANIZED Jpe NO. 2 �a R`✓A,z ` � %� a FINISHED 5URFAGC 50I_75 ® 4 CORNERS ELEVATION _ ��,/ /� a /— PI OT Di U0, vU - { 1• JULY 24 IQg5 , GONG. WALK, SEE FLOOR S�� F - - _tt R -3„-� PLAN. G �� / ('ki �� -r� -� a)I 1 / CONDUIT, SEE SITE ELEGY . PLANS ;_:_: -.._-_ ,V I I GONG. WALK OR AG. PLOT SCALE - 4” 3 EBAR DRAWN BY: AG PAVING -- g'O po OF �.- 8'-O" -OR STANDARD, HT. EQUAL TO �( �j OR GREATER THAN 30', b'-O' FOR BEE CIVIL DWGS. -----_-- r SHEET TITLE: a 3' GLfZ. STANDARD HT. LESS THS N 30' L • I I CAST IRON • • • YP'--� -GROUNDING WIRE y -- - m 41 I I `�— SALV�ST 4 5TRUT - ~f � / - _ GONG. rOC- NG - L---J- — SEI* IN GC"aG r NO HUB PIPE i GONG. OR AC PAVING _ i RAMP A5 OGGURES �° 30" DIAMETER GONG. BASE « G. SH:FT NO m SLEE VED It BOL'EC -=- ROOF DRAIN SPILL - — A14-05 VERT. BARS t RA - - `HRU FACE OF CURB / 3 TIES 0 12" O.G.(FORMED IN GONG. UJRB SEE CIVIL — �rr SEAMLESS SONOTUBE ABOVE G DCI - SA- 2 0 EiOOF DRAIN THRU CURB r- EAU �ION CURB LIGHT STD. BASE DETAIL STEEL PIPE GUARD SHOPPING CART SIGN - 3a 2 — r „_ ,_ 2 0 r�2_1-T� REV: SEAL'" /J_ = -0 1 - 02 201 `'C'✓ DI 5(.ALE: ;2'_' -O, 1 0 0�-400 RC / !�I 5GALE: -O RC'✓ SG ALE O. O B SGAa_[ 3/1"=1'-O" Paclflc Hwy,I', {� Pi+g.C .�...�_ - _ F.LC 95.0242,7 R8rf072995 4 of 29 li Iltic .!olicc app(ar; clemcr Ihaat file F docunif•nl, the tlrrumcn; is of nuuy;in:tl illllli �+♦I : r�t��+���#�. ► �, 1�� 4��Illilllili t��Il�illiiL� � iI�I+Ii�tlil� I�itiilt�i�fil Jill IIiIiI���Ii 1 �I1�� �A� m�ilnl Ilnhm Inllll;l!nlllnn Inlhln nmm�lnnhl�l�uuNlu!;nlllnlinninmm�hmmninii rttln7r�ts� n h y HLOSIONS FLOOR PLAN LEGENDS `FRID LINE (PAGE OF STUD, FACE OF - - MASONRY, CENTERL.NE OF COL) I r - - - _ A DETAIL Kj --- J — ^A.LL 5LGTION DETAli SHEET at DETAIL w DETAIL IDENTIFICATION 5HEE-r M A INTERIOR ELEVATION IDENTIFICATION, I I D B SEE INTERIOR ROOM FIN15H LANDSCAPE \ 13 \ A-_y SCHEDULE ON SHEET No. A-1 25 A5.1 � G \� Hg --- -------- -- - EDK Of I H05E B B - SEE PLUMBING :)RAwAIN65 I (RHB - RELE55ED H05E B!B) 20'-8," 20'-8" 20'-8" 20'-8" I 20' 1 I \ CONCRETE 5PLA5HB LOCK \ - - t_ -- - - -�-- - - -- - I �- - - - - --- - -J \ MA rGH LINE A _ 1� �I 1 �— ---- - - - - -_ - - - - — � /4-0"/4'-0"/4'-0"/ 9 Q A.9 TYP. TYP. TYP I � � 5A FOM \ �) DOUR 5YMBUL, SCE SNCL" 'ro. Ab I ' i� �EXIT � / I EXIT ,--A_/ FOR SCHEDULE / \\ / (E--XIT] (EXIT , IEXIT EXIT] , O T O y' �£ ` l� STRuGTURAL COL;^ SEE 5TRUGT P.AL DRAWIN05 a 1 \ C.2 \ I EXIT 1 EXIT SI&N ROOM NAME - ` SALES FLOOR a /' /• I -ELISE OF CANOPY - II ROOM NUMBER, SEE o I- 'Q1 ROOM FINISH SCHEDULE co a I � - 2X6 WD ST,JDS+ Ib OG Wi7H NSULATION AND LAN04-ZAPE I � I/2" GYP BD BOTH 51DE5 9_ f�!ASpNRY WALL - SCE STRUCTURAL DRAWINf�S Xj SHOP - C1 SHOP - C2 SHOP - C3 SHOP - C4 SHOP - C5 SHOP - C6 SHOP - C7 / X1,2" METAL STUD . Ib oG �,THR_IIINSULATION I I �/ �• SHOP AREA: 3100.3 5.F 5HOP AREA: 1600 5 5F 5mCP AREA: 1600 0 5.F. SI,-rOP AREA: 1500.0 S.F. SHOP AREA: 145q.q 5.F. 5HOP AREA: 1500.6 5.F. 5HOP AREA: 2018 b 5.F. ` AND 1/2" &'y"P BD TO UNDER5 DE OF DECK a -- 6", 20 CPA. METAL 5ND5 016" OG WITH R-II N I •�/ /� 6UILDIN6 WO SITE YORK ������ INSULATION AND 5/6' GYP BD, BOT!4 SIDES TO UNDCR5 DE OF DECK - SEE DETAIL q/A5.I - - ._ __ - - -_ __ _-- - STORLI-RONT - 5EE DETAIL 2, 3 4 4/A5.1 102 I03 104 105-� •I0b 101 r- it fl! — • fi- � NLA GGNG C.U'RB GENTRLINE C, A T I I // /•/ d - PROPERTY LINE / aj Y C / LIMIT OF CONTRACT I / / I CONGEALED ROOF ACCESS LADDER - SEE DETAIL 14/A5.1 \ I a FLOOR PLAN NOTES I I / 34-58/8 IW-3 I/4" 2G-0" 18'-q" 18'-2 I/2" 21'-5 1.4" 2q'-b 5,�8" / / �� I )� -- - — -(AI)bE o-fjlIIT 3. PROVIDE 2X6 WOOD STUDS O 16" O.C. FOR ALL RESTROOMS FOM AND PLUMBING WALLS TO b" A13OVE SALES AREA CEILING. g \ �� 4. PROVIDE FURRED WALLS AS REOUIRED FOR ALL UTILITY AND -_ �— I �'� I [;RAIN LINES THAT EXTEND UP THE INTERIOR WALL SURFACE Q G - --- G 1 - WATERPROOF Ib Q I 5 CONTRACTOR MAY (AT HIS OPTION) USE METAL STUDS IN . / I ( 110 0 I LIEU OF WOOD STUDS AT NON-BEi�RIN5 INTERIOR DEMISING g -I I T ELECTRICAL SWITCHGEAR WALLS AND RESTROOM PARTITIONS, SEE 5PEGIFIGATION5, FX T� EXIT J (SEE ELECTRICAL DRAWINGS) 1 b. PROVIDE MIN. ONE (1) 2A-10?G FIRE EXTINGUISHER AT EACH v / - ____ \ I TE`!ANT F)PAGE IN LOCATION APPRO'�LD BY FIRE DEPT. a B ... . B B B I 1. ELECTRICAL SWITCH01"AR, HOUSE PANEL, TIMEGLOCK, AND I TELEPHONE CABINETS 5HALL BE IN A WATERPROOF METAL I - - - - - - - - - 23 I . CABINET WHEN EXTERIOR MOUNTED. PAINT TO HATCH �. Sr'R\<LER R15FR A5 I GONG AALK ----) Q I ADJACENT WALL. ib I 6. PROVIDE MASTER LOCK CO. #81 PADLOCKS KEYED ALIKE FOR --- ---'--- -- - - _ - _. _ _. _._ ._ _- _ -__.-- -- -- _ __ -_ ALL LOCKABLE 5WITGHGEAR,TELEPHONE,HOU5E PANEL AND � FOM I - TIMECLOGK CABINETS. ( F-1 g __ j— — NEA GONG GARB \ i (F q.T) NEA/ •/ 1 NEW GONG HALL I 10. WITH RAILING I I I L ii NEW GONG WALK ) SEE SITE WORK I I z NEWGONCWALL INTERIOR FINISH SCHEDULE a w � WITH RAILING I I � SEE 51 TE WORK l i ^^ cc II I I SALES AREA: l� o V' Ir 221-0' / 12'-0" f 26'-0" / 8'-8" / q'-4" 26'-0° f i\ / rLOOR E '00ED GONDRETE WITH SMOOTH TROWELED FINISH NONE / 3 ALES - r� d rvALL5 Q -- /- - 34'-13!0 --- - f 3q'-3 1/4" / 36'-11 1/2" 40'-4 1/8" f q'--1" f f 5-4' 161'-4" 5 AALLS 5/b" TYPE GYP;iUM BOARD, TAPE JOINT5, SAND SMOOTH AVD - - / SEAL READY rr_FR PAINT NO PAINT AT EXPOSED MASONRY WALLS C67y�� C8 ✓v�L L5 _ 1. NALL5 5 WALLS ALUMINUM 5. 0REFRONT WITH CLEAR GLASS (W'RED OR TEMPERED WHERE NOTGV) ISSUFO FOR CONSTRl1CTION S q. CEILING 2'-O" X 4'-0" X 5/b" THICK ACOUSTICAL PANELS !N 5USPENDED METAL TEE GRID 5Y5TEM, SEE 5PEGIr-IGATIONS. RESTROOM JOB NO. - — q3-65 -22 10. FLOOR GLA551G CORLON VINYL SHEET FLOORING BY ARM5TRON6, "5EA5ATE", PLOT DATE — ,`L COLOR: 08,6522 ALMOND. PROVIDE I' WIDE VINYL F'N15HIN& STRIP l/Il/a5 AGRO55 E'DOE OF SHEET VINYL AT DOOR THRESHOLD. _• 11, BASE 6" HIGH, 1/2" COVE REINFORGED INTEGRAL SHEET VINYL BASE. PLOT SCALE- .2 CALE 2 WALLS 1/2" WATERPROOF GYPSUM BOARD, TAPE JOINTS, SAND SMOOTH AND FOG DRAWN BY: SEAL READY rOR PAINT. PAINT EXPOSED GYP�,UM BOARD AREAS ABOVE BRr!JGM _ 3 r1AIN5G0T -- SHEET TITLE: 14 WAIN5COT MARLITE OVER GYP5UM BOARD PER 5PEGIFI(.ATION5 45" HIGH C:N ALL FLOOR (PROVIDE FURRING AT MASONRY WALLS) MARLITE COLOR: ALMOND PLAN 5 GEILING 1/2" GYPSUM BOARD, TAPE JOINTS AND SAND SMOOTH PAINT WITH SHEET NO. SEMI OL055 ENAMEL. PAINT COLOR: ANTIQUE WH,TE NOTE DO NOT USE WATERPROOF EiYPSUM BOARD AT GEII_IN6. --- - A1.1 o;jr,Ific Hwy, 15,532 Bkf.1 C FLOOR PLAN NOTE: ALL FINISHES INDICATED ABOVE ARE TYPICAL UNLESS OTHERWISE C 95-0242,7-66C/072695 of 29 ?(ALE NOT-D ON PLANS. r If the notice appears clevrer th;n1 (he document. the document is of (marginal quar:;y.CD , II+i+�►IL1il _ .���f�� • '� ��t� : llj,�,III,IIIII tJlilliil�lll r�III.I�III�I 111111 �IIIIIII I�IIIIIIIIIII III{Iii�!ifk ��l t�L�I� -N�!#sl�i! inI11II It i ' NII Imf nn unl�nulnlhln11i111nu In11uI11Inilmhnlhnllllnln!IIII'Iinnlnnlnnlnilln:llnnllm I{ , n+fin :cam t L i� •F- .r...'�+e,w��,� ., . m.�..r .�-.—..�,,�.�nw�x..a+r>Fl•....r *mwr,.e-r.��a•+a^R,-ry.r„nm.�nm.,,,.u.�R.. 4�1.'R� t�a��•,. :. �'�'. --- ED6E OF CANOPY HE VISIONS i I CEILING PLAN LEGEND 1 SYMBOL DESCRIP-TtUN fJETAIL REF -- - — _— I I Z X 4'LAY-IN ACOUSTICAL TILES W SUSPENDEU T4iAR ` AO GRD SYST EtA SEE DETAIL AND S PECIFICATION& „ Al (v-aTYP.cENYrG HEGHT IAA) O El ?X 4'RECESSED 1 LUGHESCENT LIGHT FXTUfu O O O O O O 0 O O O O O A \/ SEE Ei�C — -- - /'1 _ _ --- ---- a _ I -- -- —.. _ EXHAUST FAN _I I - EXIT I � � + �' O \ U J WALL. MolMfrEG EXTERIOR LJ(3HT FIxTIXiE SEE EU-C - WALL MOUNTED MHT FIXTURE SEE ELEC THERMOSTAT SEE ELEC '`� (B.)2 EXIT ILWMINATED EXIT SIGN SEE FLEC I I > \ FeZI RETURN AIR SEE MECH 1 f r2 I I I LJGC OF CANOPY � DIFFUSER SEE MECH ACCESS LADDER r SHOP - C1 S OP ; OP�- 3 SHOP - -- _ _ - CEILING NOTES C4 SHOP C5 SHOP C6 SHOP C7 ] � _ SIiL_ OP AREA 3 OG 3 5.F 5+~C' fREA }60(x. -: ASA i7)1 5 r 5I•+ AREA: woo 5.F, 5HOP AREA 145q.q 5.F 5HOP AREA 1500 6 5.F, 5HOP AREA: 2018 6 5.F. 1 II II l PROVIDE ALL RESTROOMS WITH AN EXHAUST FAN CAPABLE OF 4 O \ NR CHANGES PER HOUR SWITCHED ON WITH THE LIGHT F!XTJW_ L ,01 1 ' IO2� I - 103 104 I 105 IO(j IOC SEE MECHANICAL AND EIFCTRiCd1E. DRAWNNCtS 2 TOILET ROOM CEILING SHALL BE GYPSUM BOARD ON 2 X E CEILING JOISTS AT 18'O.C. (0'-M TYP.CEILING HEIGHT - LION SEE ARCHITECTURAL FLOOR Pt.AN FOR RESTROOM I OCATION SPECIFIC TO EACH SPACE RESTROOM WAIL SEPARATING FROM Rel I SALES AREA TO BE 8"ABOVE SUSPENDED GRID CEIHNG OF SALES J APER ADJUST LOCATION OF RECESSED 2X4 LIGHT FIXTURE AS 43 I 9- REQUIRED. I SUSPENDED CEILING TO BE CENTERED SIDE TO SIDE IN ^^,%r.E 1=4 T - �� ©71 WITH CENTER OF 7 WIDE PANEL AT CENTER OF SP".',t WHE" TO SBORITART(WITLE H AEFULL ACOUSTC.ALE TILE ONIN TONE SSHIFT JEHE LAYOUT cV 4. SUSPENDED GRID TO START 4'O'OFF STORE FRONT WALL TO r IST RUNNER !'JI �- �— \ 5 PROVIDE WALL ANGL URING TRIM AROUND ALL COLUMNS. y_� \ & EXIT LIGHTS/ SIGNS TO BE PROVIDED SEE ARCHIL FLOOR P1JW � i AND ELECTRICAL PLANS �.. 1. BOOK OF SPECIFlCATIUNS IS TO BE INCLUDED AS PART OF THIS ( WORK j I I & SEE ELEC. SHEET FOR CIRCUMN(I �... , 4 I I ck �t }_ ;ExR] I EXfT �' D 00 -� - -- - -- - - --- - - --- - --- --1-- FOM \ E SPRINKLER R15ER EXi+ 4� O R 0 \ O I I ' I I II I • G^.�a 1 I 1 �J 4o-o" I 101 -0" v 11 34'-1 3/8" 3q'-9 I/4" � i - ------ ---- - ------ --- ----f- ------ 361-11 1/20 40'-4 7/8" � q-'i" �" 5-4` 161'-4 - 1 2 4 6C6. mg O t 6.7 7 $ .— O o07 _ o 0 0 . 1 u_I Oz < 0 w 0 wA FLOOR PLAN 4 -- - CL 0 O cf) aCc m R Q --- SEISMIC POST OR EIDE f CROSS 'CONDUIT, SEE SCHED. RUNNER HORIZAFSTRAINT BRACE LATERAL SUPPORT POINT 450 12GAWIRE SPLAYED AT SEE DETAIL A) 6 C MAX_ 12'Q' O.C. EACH WAY 45' 4 DIRECTIONS. ALL - CEILING NOTES \ I / - ( LATERAL SUPPORT TO LATERAL SUPPORT POINT - -- -- -- \\ � WIRES ATTACHED TO � -� POINT WITHIN 1. ALL HANGER WIRE SHALL BE •12 GALv WIRE '• SEISMIC PAST SCHEDULE MAIN RUNNER. WIRE HANGER AT 4'40' O.C. EA WAY - 9'-0' OF EAWALL OR CODE-APPROVED FQUAI. WHERE FIXTURE ROW FALLS BETWEEN MAIN t UP TO 8'-0' USE 1- 3 5/8' RUNNER, USE 4AY LG MAIN AT 4' Y O.C. / c u 2 ALL IIANGERS AND RUNNERS S'AALL 13F ACrURAT ELY SEISMIC Y AS CROSS TEE 1 11 ""' 25 GA MTL STUD Ai 12'-0' OC. i � ---'�-- -- LEVELED AND BE SPACED IN ACCORDANCE WITH LOCKING CLIP. \ __� MANUF. SPEf.S. SSND I t8a CONSThUCTpN 2 8' 0' TO 10'-0' USE_ - - 8' MIN. \ ` MAIN RUNNER HVAC AIR DIFFUSERS, WITH APPROVED CLIPS 3 AI_L INTERSFCIIONS AND CONNECTIOP PCCLSSORIES 2- 1 5/8' 25 G � i BOLT COMPRESSION A MTI. STUDS 2'-0' X 4'-Q' ACOUSTICAL AT ENDS. T ` HORIZ THROUGHOUT SHALL BE CAPABLE Of- WITHSTANDING JOB NO. AT 17-0' OG FASTENED BACK o TILE SEE SPECS, TYP. / AOR WIRES AS REO'D BY CITY STANDARDS TYP. I \ ,' STRUT AT JP & OOT. _RESTRAINT DESIGN LOADS REOUIRED BY LOCAL CODES Q'-E5 I-22 TO BACK AT EACH SIDE -- \ X45° - i ` - ---- 45• `� - TIE W/3 TURNS I ' 1/2' Cl_RTYP. OF MAIN RUNNER T\P 1 WIRES PLOT DATE IN 1 TYR --1 ---�-- ._-_ -.__- 4. AT LIGHT FIXTURES PROVIDE 012 GALV. WIRE I/Ii/4115 3, 10'-0' TO 1540' USE ?;' o � --- 3/4 X 3/4 L CROSS RUNNER 1T DIAGONAL OPPOSED PLOT SCALE: 2- 2 1/2' 25 GA MTL_ STUDS, \ AROUND I/8° = I'-0" FASTEN SAME AS NOTE 12 2X4 RECESSED FLUORESCENT - PERIMETER MAIN RUNNER 5 SEE REFLECTED CEILING PLANS ABOVE FOR LOI-4TIONS SPLICE -- LIGHT FIXTURES. SEE Fl_ECT. ��� A AND DIRECTIONS CF LIGHT FIXTURES, SEE ELE( 'RICAL DRA�y►� BY' 4, ALTERNATE UP TO MAIN DRAWINGS. PROVIDE SUPPORT _ PLAN FOR FIXTURE TYPE 6 MOUNTING DETAIL: 13RF/JCM 5'0' IJSc 3/4'I EMT CONDUIT RUNNER PROVIDE 2- 110 CROSS RUNNER at EACH CORNER FACE OF WALL - ------ SCREWS AFTER - OR DEMISING 2'X 4' ACOUSTICAL TILE SWEET TITLE: TILE PANEL IS INSTALLED / PARTITION IN METAL SUSPENSION 'T" RULECTED CEILIN& A LATERAL SUPPORT BRAGE: GRID SYSTEM.INSTALL AT I�'-O" O.G EACH WAY G PER UBC STD.147 18 SHFLT NO. a A2.1 hacAkHwy.15532 BIS C rif 29 SUSPENDED T BAR CEILING to S n ELC 95-0242,7-86C/072395 _ - -------- _ -- —_ _ SCALE: hr5 LJ If this nolice appears cle;ucr Than the document, the document is of margin;tl Illllll'lflI _ � { 1oIIII`I�I�I �l�llll�ll' Ifillll�f�� IIIA{IIII�III I�I�I;IIIII�I lil�l�l�l�l�i I� �ltl ��I,II . ' Lul30 XCDl 1111111 it 'w �1nn nullm Illlnu �lmlllnhnl ml►nlfnn nnhnlinulllmm�lnnlllulnuhluhm n>Il �l Nhlll —vriYl•Y� — - ...•-.__.-y__ _ _. ...:.......�...«. .........,..-._:_�.rm,.z,.�,yv�a:...e�,..;.w.,.�..,,».,..e,�_.-.,,.-.--....—.__-.—.._ ...,�.:........�..i�Y:..:..�._.�., ..—_. �' idl�uua..ed- --..i.�-�. •�+ AMG'- •LW .�.r.r.o,..usr'Jvw:...w.,cl�e..iw...,...._, .,;L..:.w�_��iS _ -•'i��i9447AiWi'm`row,":m-�_�.i�e���Lallwu6oilt.vww,viW;.��.�m:�,awa.u.....,.�.w..,.ti.._�,..,.fn.a..u.�.n..e.ae,..� - - - . 'r v, ROOF PLAN LEGENDS r T S 'OP OF 51-1EATMING ELEVATION ABOVE FIN15HED F=OOR ' P 'OF OF PARAPET ELEVATION ABOVE FIN15MED FLOOR ..� •r•`�.r DRAFT5TOP, NON 5PRINKLERED 3000 5F/60 LIN. FT. - MAX 5PRINKLERED 9000 5F/100 LIN. FT. MAX - -.B.G. SEC. 25IG(F)4 BIT!. - --- = STUD WALL TO UNDER50E OF ROOF 5mEATt11NG WITr+ 1/2' GYP. BD, FULL MEIGHT C NE 51DE FOR - ATTIC DRAFT5TOP. GENERAL DIRECTION OF WATER DRAINAGE. - EXTER OR ROOF Dkl."NAGE AND O/ERFLOW 10 ROOF EQJPMENT CURB _ 9 �.5 AREA WMGRE A/C UN,T5 ARE TO 5E LOCATED ON ROOF. REFER TO "VAC - 1A DRAWINGS FOR 01 AN'ITY _� AND EXACT S "� I 14 I r /0 -<1 r rb� ` - - J LOGATIpN. SEE 5TR'JCTURAL FOR \1s. I I ---- p A ~ ---- 5,-1PORTS °_�MBING AND ELEGTRICA,.�:.AN5 FOR -OOK-ups //i �, •�' ! III ► , , /,'o; I• 1 I � 1! I� s ,�,, TTP. _ _ _-- � / I lI II may;6Y� ROOT ACCESS LADDER -u to �O �h I �P_a j.y R:.✓G'�. ----- � � i M. - _ / // ` `i' IS ! I I It TYP. '_'Yi JCJ✓ vQ GKE A RoOr •_.q U STON JNITIG,.RB CR P.4-FORm "'.5' BE .Gn E;,', + - J II 4TONLINIT aJ 'U 9E 45C'JE G4GCE' CA' :/4-/;2 _oPE) c', suti, s.-R;G A. _rF C) 7 a I 15 .G, 5:^f CF ROOF. SEF NOT III I E UG TYP. / /,� SEE HVAC. rn ,R - SEE HVAC UNIT - 5 TON UNIT-.. _- ^*- - _ S TON LW- 5 IT IY O 5 TON UNIT 5 TON UNIT I 4 TON UNIT � j 5 TON UNIT f l 11 I I NOTES - TYP I, sii.� ROOF,vG SPEc'GATION C] ( n 5JLT-,JP ROOFNG' C'-ASS B M'N. 'CWEvS CORNING 3: 1'4G - SEE SPEUFICA'1 ,'A' / '2 5�-OPE 'O DRAIN. ;- �. S•s,"his. /! S iS' 23 /J / �j � ,dam 8 -5. fi,R� .. ^• - 1,1=__ a �—.= `s' /^ ,SMS..«- 25 5 _ g ERS AS L5'c', ED U / I E PLY SHEETS (2 AT ;? LBS. EA) 22 LBS./ � tl % a/. .� °HALT 75 LBS./ p 8 LBS./ IQ ;y,b 10 TOrA�~aPPRCxMATE JvE1G"T 200 L135./ /� _-____._ _-- - _��� _ / "'' s�•)S. -5' -5. -5.C GONTRAGTOR 5rliLL CONF'RM TrAT ALL AREAS OF ROOF ARE PROV'DED W''" P 051TIVE DRAINAGE. o� 2 a'-L ROOF ELEVATIONS ARE GIVEN FROM TOP OF OR CONCRETE FLOOR SLAB. CU.O.N.) WHEN FLUOR ". 57E"5. ELEVATIONS ARE REFERENCED FROM TME w MIG"k57 FIN'5MED FLOOR. i L I 3 ALL ROOF PENETRATIONS FOR PLJMBNG VENTS POWER < CONDU'TS. ETC. SHALL SE FLASr4ED PER 13UIL;7'NG z 0 5PECi1rCATIpN5 AND DETAILS VEN-5 SMALL BE AT W LE451 'O -0' HCR17_. OR 3 G' ABOVE OUTSDE ASR p w W'A'GES. C A/C UNITS. MAKE-JP AR ) PROVIDE VISION U S.L ! 5GREEN5 AT VENTS AS REQU,RED BY PLANNING DEPARTMENTS. " 0ry a- 4. I RAMVG CONTRACTOR IS RESPONSIBLE TO l_i._ i C00RDINATE AND VERIFY STIES AND LOCATIONS OF ALL � Q- I ROOF OPENINGS CVENr5, DUCTS. ETC.). PLATFORMS �y. ETC. WITM RESPECTIVE CONTRACTORS GENERAL Q LL GON'RACTOR TO GOORDINA?E. SIZES OF MEGt'ANICAL a KOU1PMENT PLATFORMS BASES. ROOF EQUIPMENT (1� PLA7'ORM5 + OPENINGS S"CWN ON CRAWING5 Q �! SRE A 9A515 FOR DESIGN ONLY. CONTRACTOR S"ALL VERIFY ALL DIMENSIONS Wilm EQUIPMENT MANUFAGTURER LJ ' "Tr,-ANICAL GONTkAC70R 5"ALL VERIFY All 31ZE5 + LOGA?,ON5 OF ALL OPENIN,S ON ROOF AS WELL �1020 4 00 � 7 AS A'-L L'GI"TII'+G POWER GOtivEN'ENGE OUTLE75 ETC. 0wt'-.-. 8 oo ?ED WIT" APP-,GABLE :4`,OPy VEN' 51 METAL `✓ENT WITr BIP,D SCREEN. :�CA'ED AT ;^ -Q OC - 20 -0' O.G. 1-1Ax. °Ca �.O.N, PR OV DE p..:_ - ,';G /51'4DSEAL .N Cc,f J AREA REG,_.,RED: 50 44c N, 'F, PER ccc- OF GO..+ ` , r J ,P�r r ISSUFD FOR CONSTRUCTION N.—; I (31 Glee Ce °_a'�.ok,f aGatiS' JOB NO. ~GOF 5-OPE WITr.OJi GRG .S 4' 0 W-4!-RE CLRB IRED S GREATER iHAN 4 -O• CSEE A/C DRAW.NGS) = --- -- 'L`WOUD CR'CKETS MU5- BE LIROVIDED. M..OT DATE TO BE JE:GN/BJ'LD. ALL REQUIREDPLOT SCALE BE REV,rd,` AND APPROVED PRIOR -0 DRAWN 01r. 9Rr/Xm SHEET TITLE: ROOF PLAN SHEFT NO. f'aclflc Hwy,IF 532 Bldg,C A3.1 7 of 29[LC 950242,7•88(/p7p89.5 ROOF PLAN If this nolicc appears clearer Ih:in the documenl, the document isit-ill 1111111 Im of • ;u�inal qua'..}• i�i�• i � � � . _ • , I,. `ta ��►ISI}ISI► n�l�l�li11� �!►!!I� il�l� II!i��l �����i ��I�I;� i�i�� ��i�i�l EI�,� !1���1 �L� �_ th!�� ,fir► .": _ �fm!ln►:l±!!±.!!nhmlllnl!nl nlllln! In tlllill!n!I!I!Ilumunl���i Erni n!���iIr r' MIA 30 X ,, `,,_ .mwvl .. Q'i�r✓c"% Vii.. .i,7 "Y'1"':97,r�zf . ..m. i f Yom, s: ml GENERAL NOTES PILVISIONS rEE D 1 ----- — — __ --- _ ----- — --- 4 iCAL 8 (A -_ B B B ' MIMI 6 1 - - T t 4 • II \ -CONCRETE CURB -4- _ \ \ \ N.\ ! \ - .s - - - - ----- - -____ NORTH ELEVATION - GALE: I/8" a I'-0" 7 KEY NOTES 03 2 "111 OA/ � $ A B I �B _. 7 I 1 J A B B F I I I I ( r� 1- o 1c; a � Z • - �_ 7- _-— - / / -_� %z \/ � / /�� / / � / I CC1G�`r GvE'B 10 3 i / - 13 -------_ --- _. __ - __ --- - — - --- ---------- — ___ ----- ---- !4 WEST ELEVATION 5GA_E I�� _ -0 5 CJIb S IT � T 6 7 8 I ! < 1 s c-- I 4 -4._... I I I 21 CD - - - -:G-; G7!0 22 - I - - _ 'ir7 .T �2 � 'y I- r ,1 :11 � T11 LT : z O © rr CONCREI7_ CURB T J-I \ I Z t I 7 \ alrr,F �, ^LL) LJ , UJ AST ELEVATION � , , _ 6 Ra ---- --- ---------- - w ..GALE: I1 '-0"b� _ 1 cL ICE 0 EXTERIOR FINISH SCHEDULE _ °`- o MATERIA!- rIN15H cc I 4x5x16 SPI.ITf AGE GMU r1/ COLOR TO MATCH MILLER 0542py1 ' ~ RAINGUARD '0MORLOK" A "POLAR BEAR' �-- 2 EXTERIOR INSULATED FINI5H COLOR TO MATCH MILLER 05422M SYSTEM B "ANTIQUARIUN 6RAY' 3 bxbxlb SIN6LE 50ORE CMU W/ COLOR TO MATCH MILLER 05424D RAINGUARD 'COLORLOK' G 105T (AVERN' 4 6x6x1b SPLITFACE CMU w/ COLOR TO MATC41 MILLER 05402M RAINOUARD 'COLORLOK" I7 "PUTTf" IWA-1)1 OR CONSTrMT71t 5 bxbxib SMOOTHFACE CMU m/ COLOR TO MATCH MILLER 046240 JOB NO. RAIN6UARD 'COLORLOK" E "CANTON .LADE' 111-MV-2° PLOT DAT11- 6 STANDING SEAM METAL - ------ - -_ _^ 1/I�!!►5f i7, 19g5 AMIN6 F DARK BRONZC FINI5H rLOT SCALE- ANODIZED cALeANODIZED ALUMIltH 5TOREFRONT POLISH SOLID BRA-55 FINISH DRAW'N 9Y: BRFJd64 BRF MI%ELI.ANE(A 5 METAL SHEET TITLE.- PAINTED ITLEPAINTED H NATURAL 6RAY EXT ELEVATION5 I -q_ 3/4' REVEAL PAINTED - - SHF17T NO. FLA65TONE COLUMN EWE r' Pacific Hwy, 15532 Bldg.C PAINTED ELIC 95.0242,7-86C/072895 _ ___ K_ I' A4,1 1 - - II n of zs V15A L16HTI46 FIXTURE5 2 PRECAST CONCRETE II' Ihi.ti nolicc ;rptre:us elcarcr 1!1;111 fire F documenf, file document is of marginal ri�lllfi1III � II IiI � II Iii I'i � :�$t.:' I !< � 1 1�, Ii hilt �Iif I C I I I I 1 I 1 i 4 I ! I f I I I I i!I f � IIII�Irlil�li tfllll���fi�� jR�,l,�l��l�l�, a��� _.>*#fi��l�li r 111111 " it tiff Nl I�IlNinl nnhrn Iulhluilu Ic;n1111In Ilnhmhmhm 11111nmm�lullmninniltlllnnhmhm urth�`It Ittl�Ittl 111 "' ,f, w . .. . - .. RE—VISION—sILI - ROOF SHEATHING � — SIMPSON DTC • _ I 24" O.C. 2X BLKG \\ 2X BLOCKING r GAP, T YP. 0 24" O.C. `- - ----2-2X TOP I GYP. BOARD 2X BLOCKING b PLATES CANT STRIP FART 81u 1 r _ ---- ---- NOTE: CEILING LINE su1LT-VP ROOFING OVER ALL DRYWALL JOINTS '� 1 X 4 CUNT. PLY" WXW SHEATHING SHALL BE TAPED d CORNER AID SANDED READY FOR 2X8 STUDS a 1b' j PAINTING O.C. U.O.N. - r METAL CORNER BEAD -� 1 EXTEND DRYWALL TO 1 RAMSET 2X P.T.D.F. EXTERIOR UNDERSIDE OF ROOF SILL W/ POWER DRIVEN ; FINISH \ BLOCKING FOR STRUCTURE, EXTEND STUDS o 32" O.C. - DRAFTSTOP INTO 12" FROM END SHIM AS REQUIRED SIGNAGE TYv - _- - CHID LINECANOPY AREA / 7/32"• SHANK 3/8" ' HEADS, 35/16' LONG CAULKING - GLASS W/16 GAX2"• STEEL Aw I FIN. FLOOR DISC OR 3/32" X 3/4" - r rr� 0 STEEL WASHER U.S. ALUM."400-8' BUIL T UP ROOFING OVER INSULATION S =�"-- - --�_ --_-h-_-- - __-- SERIES OR APPROVED EQUAL. I OVER PLr,ND ROOF LLSHEATHING- M.1 I �, OF FRAMING AND ~ W STOREFRONT LIVER w0 NAILER- 1YP MALT-UP ROOTING OVER INSULATION E_LF.9.OVER DEMISING JAMB OVER PLYWO ROOF SHEATHING BLDG PAPER —BEE STRUCTURAL PARTITION HEAD / R ' —"'�RODnRO -S----- --- OVER EAT GRADE DNWOS FOR METAL I ---- - - SIM• -- ' CANT STRIP•TVP 01 � OVER WD.NAILER-TVP PLYWOOD - FRAMING _ _ _ _ 1 i` CANT STRIP r'rP a SEE STRUCTURAL 08-DEM01 REV: -- SCALE: 1/2'-T-0" 08-SF096 Alli EV: - SCA E, 3"=T 0' OF WALL AND 5TAREFRONT GLASS ---- - -�I I F.O.W. BEYOND --- .,',, SEE 9T RUC7URAL 3i4'PLYWOOD +--- /_-- 11rfBULAi1ON-TYP. OgwGB i '7UNTIFNIOU.9 t'y i MULLION, AM. ..E400 SSERIESOR E STRUCTURAL ~ l�� y-- ;` , DRWG8 13Ar"f. 3�I i I APPROVED EQ. -- F-i - - TEMPERED GLASS CANOPY A E88 - --- - - - - �R rY _ r HORIZ.MULLION FJ F 8 SOFF ON GYP.8E1- RING ACOUSTIC TILL:CEILING N INT. FLR SLAB ACOUSTIC TILE CEIUNQ IN SUSP T-SM SYSTEM p-0•Afj, /ACOUSTIC TILE CEILING TEMPERED GLASS - IN 81 ISP T-BAR SYSTEM IN&18F TSAR SYSTEM � � i , GYP SD OVER LINE OF SOFFIT BEYOND - _- , 3/4" OFFSET h 0 MTL FURRINGI GYP.BD.WITH METAL RUBBER EXPANSION Gr RIGID INSULATION CAULKING BOTH FACES, SILL, U.S. ALUM. x'MFURRING ! 2A-oc WITH 1 LT' p'+. . ^ ^ 1EQUIRED MATCH ADJACENT '400-,c SERIES OR x.` 'SDOVER . I TRIM TYP JOIN-f, RATED A8 �•oc.WITH 1-vr INSULATION - - CAULK BOTH SIDES ' D INSUiION TUBE COLUMN-BEE SURFACE a EXTERIOR APPPOVED EQ. CONT. STRUCTURAL DRAWINGS. _ - 4'SPLIT PACE C.M.0 RAKE JOINTS(TVP) ' IN. FL R CONIC. WALK 1 � ~ p C) ARIES - SEE PLAN - --- - A SILL CUNT EXPANSION JOINT ------ PRE-CASI ♦'SILL A WALKWAY INTERIOR SLAB CONT EJTAAN.9iON JOINT 17CM.0 SMOOTH FACE ! SILL" •--+ _._ CONCRETE POUR 81.AD - — C.M U. CONTROL JOINT SILL HORIZ. MULLION s " CONCRETE POUR SLAB FLAGSTONL BA3E VENEER r,'„' - W CONCNEfE WALK __ CONCRETE SLAB 08 SF052 ALUM a GLASS 910RFFRONT Oe-Ci()* REV: 01 SCALE: 1 1/2"=T-O" REV: -- SCALE: 3"=1'-0" ¢ . SEE STNUCTi DRWOS CONCRETE WALK CONCRETE tIAB CONIC.BASE �-- �.;,' � � tL - AQ PAVIIIO t' SEE STRUC L DRWOS CONIC WALK ` AG PAVING `�,,•� _ CONCRETE BLAB 0 x 8EE 8TRLA;T'L DPW" �s 1 MONOLITHIC CURB G.I. CAP FLASHING S D -o•FF r •;' CONCRETE WALK STANDING SEAMS W/ TAVIHn SEE _ DOG EAR CORNERS L SLOPE TOWARDS REAR CIVIL OWGS. ;.% t' �, r. I BEYOND a �dN drulti "i IIJ `�14 C�G119i� .� r APPROX. r -T 10'-0" O.C. f Y P. / N,: % �y :�- ►.1,. '\% \ % .\ '� r G.I. CONT. ,\ .;��, ,,• � ���,,,.,.�..,i• \ \�,• r CLEAT , a�< ,"r\ ii;. ,t;ci c�1t;c:• \ \ NAIL. O 18" O.C. CL OF COLUMN Iia-. iI ie'•;r;j;a % / �' . COLtNAN POUNDATION i; "�.�; \� .�_ \ �•(A.•\. •a; �' \ \ \ \ tV -- BEE 11ITFU Illp"owes. GLASS ` 1X1 PLASTER GROUND --�--- SHIM j AS REQ. 2X6 DOUBLE _-- PLYWOOD TOP PLATE SHEATHING - - - ROOFING UP 8 OVER PARAPET ----- EXTERIOR DRYVIT SURFACES T� NOTE U.S. ALUM. "400-S" SERIES I ALL al. FLASHING OR APPROVED EQUAL SL BE 24 GA SEALANT SLOPE TOWARDS ROOF (FACTORY PRIME d _ FIELD PAINT) 1CM SIDE WALL SECTION REAR WALL SECTION SECTION THRU CANOPY TOWER SCALE: 3/8"=T-O" 2 �' 2 3 -- _ _ PARAPET e.,OPlNG JAMB AT MAS. WALL S•• SCALE: 3/8"=1'-0" — 8 3 07-COP01 REV: - SCALE: 3"=1'-O" 08-SF07 REV: -- SCALE: 3"=1'-0" . r ROOF DECK ASSEMBLY, c� 1/2" RADIUS, TYP, GRIND -_ - __- . �- ---- - -----. / ALL EDGES SMOOTH. 12 CONC. TILT _ AS 1 w /� �\ " WALL / 1 BUILT-UP CANT STRIP A61 SIM fV I ROOFING GLASS ---BUILT-UP ROOFING OVER INSULATION ` 3i Id" CHECKED STEEL - __ q* BEAMS,JOISTS OR 2" OVER FLANGES, OVER PI ROOF SHEATHING _ PL. WELD TO RUNGS � � \ PURLINS. (SEE 1 1/2' HOT ;NOP ALL OniD I INF J fll STRUCTURAL DWOS) H X W 1 AROUND, TYP. 1/•9•'X2 1/2" PI_ LADDER - T T !o - -- REE STRUCT, OVERFLOW �. 2'-0" WIDE, PAINT ALL _ FOR CONNE TION - _________2x4 (FLAT) o 24' SCUPPER, METAL SEE EXT. FIN. ._____ >k O.C. 1 SCHEDUI_L- _ �- 24GA G.I. W/ BUILT-UP FLANGES ALL ° � ° Z>o 45'O_ U2 OYP.BD, MUD d AROUND, PAINT / ROOFING �---'� �-1--_,- � OF WALL AND TAPE ALL JOINTS OVER FLASHING STOREFRONT EiF.B.OVER � 3/4m M B. - �- -� _ -' -MIN. EXPOSED AREAS , / 2x4 DIAD BRACING TO MATCH ADJ. \ BLDG PAPER BEE GS FORuR T i BRACKET, PROVIDE -- --__ _. , • E'-O'O.C. SURFACES. OVEN OD GRADE FRAMING FOR METAL ! �.� - _ _ -- _ PLYWOOD --- FRAMING "• `-- _ SLOTTED HOLE d BOLT r _ I 3/4"0 STL RUNGS o 2x4 BLOCKING --SUPPLY BLOCKING FOR SIGNAGE —• SFF STRUCTURAL. �.J CONTINUOUS Z r� DRWOS 12"O.C.WELDED TO CAULKING \ \ _ _ _ U.S. ALUMINUM Ft l_]..1 V -� STRINGERS �I I INSULATION (SNUG AROUND SCUPPER -_ --- - - "400-S" SERIES LLj FILL• OR APPROVED EQUAL 3/4*PLYWOOD BRACKET WELDED TO CEILING OR SOFFIT \ ' -_-- _ -----.__.T STRINGER 1- 1/1"X2 1/2" BENT STL , CGNTINWUS ( � _ -- -. SYSTEM. 5 �Q X6" LONG AD. '/8"m i G.. c - — _ - _— CLQ HL VARIES O CANOPY A CESS 12 GA STL DOOR, 7-0" V) Q -- �$ WIDE X 8'-0" HIGH — pall �" DRAFTSTOP OVERFLOW SCUPPER °C / . PROVIDE I S PAIR o t 1�- VERTICAL MULLIONPREFABRICAiEO METAL 78� (r�LFS 90FFI ON GYP.BHf HIND __ ACpUSTIC Tll E CEILING 3 1/2" BUTTS W/ , AWNING-Sf_F STRlx:1U ` V -- FUR DETAIL, —, IN OUST.TSAR Cr9TEM -+ NONRE MOVABLE PINS, - - ----_----- - W Oa_DRSTP 1-V2'�T•-0'' 07-SCP02 REV: -- SCALE: 3"=i'-O" _ 4 WELD ONE LEAF TO w _ I - — - 08-SF01 REV: -- SCALE: 3"=1'-0" COLUMN-SEE STRINGER 6 TAMPER TUBE COLUMN-SEE STRUCTURAL,TVT. '-'• j STRUCTURAL -SEE B. '���/ PROOF OTHER LEAF TO I SWINGING DOCK DOOR - * ROOFING OVER VVHERE OCCURS FLASHING U.S. ALUM, '400, R•SPLIT NAGE CMU. = 12 GA. STL SIDE SERIES OR APP OVED —STEEL COL RAKE JOINTS hrP1 ----� R-- ---`J EQUAL-_.-- }, PANELS WELD TO IN � � _.__-_ `f ARES • SEE PLM STRINGERS AND _ SEE STRUCT. BRACKETS, ON THE ° (L EXTERIOR SIDE ? Q.I. SCUPPER W/FLANGESbo HOT-MOP ALL AROUND \ w TYPICAL 24 GA. G.I. !SSUFD FOO CONSTT111CTIOk WELD tit"m BENT BAR `-'---'\ � LEADER HEAD iy FOR HANDLE i b 24 GA. METAL DOWNSPOUT Q - - -- ALUM A Goss s/oREFPONT ---X--- FACTORY PRIME, i CONIC. TILT JG NO. SLOT HOLE IN DOOR --� FIELD PAINT TO WALL 93-651-22 _ FOR PL 1/4'•X1 1/2" _ CONCRETE SLAB X2 1/2" WELDED ON _ MATCH ADJACENT PLOT DATE: SEE STRUCT'L DRWGS CONIC CURB STRINGER W/1/2"O ° SURFACE VA GU133 J L I OT SCALE: E CIVIL DwG9 �'�". , \CONCRETE WALK HOLE ON END FOR� rr�F ( r='r CIVIL owns -- •' r - - RADIUS END r -� CK, FULL j _ STRAPS oTOP, MIDDLE, DRAWN BY. Z"T!t�r•T4A!� n.'-.. !.��.;.r: FXT. FIN. -- °I BOTTOM d AT Sti,".19, SECURE 1 I 13fIF/�iM a'JRFi,CF. I INTO CONCRETE BLOCK. - SHEET TITLE' ! OF STRUCTURE _------- -- YCIL SECTIONS NOTE: PROVIDE AN OPEN RIBBED _ COLUMN FOUNDATION -Q� uS _-��' PRE-CAST CONIC. SET — SEE STRUCTURAL DWGS -' STEEL SAFETY CAGE AROUND SPLASHBLOCK IN FIN FLR. SFIFET NCS INT. SURFACE MASTIC (PROVIDE ONLY FURR OUT COLUMN - LADDER WHEN PARAPET HEIGHT i �j _1 WITH 6/8' GYPSUM BOARD, TYP• EXCEEDS 20' PER OSHA I WHERE EXT. CONC. SURFACE _ REQUIREMENTS I DOES NOT OCCUR . SECTION THRU CANOPY -- — -- — F'LC9Hwy, '5532 Bldg. ACCESS LADDER .I 4 -- ELG 95-024. 7-BBC7072B95 — — A5.1 RD;29 _ _ 25 __ _ 20 _ __ _DOWNSPOUT & SCUPPER JAMB GLAZING_ _®_ COLUMN SCALE: 3/8" 1'-0" 05-LAD02 REV: -- SCALE. 3/4"=T•-0" — - 1 — - _ - _�. - 07-DS02 REV- -�- SCALE: 3/4"=1'-0" 08-SF11 REV: - SCALE: 3'=T-0" If This nolice appears clearer than the document, the document is of marQin111 �ii�iij�+���� . r t�� ���lil��+l�l� ►1�1+1►j�lill 111+1+j1i+f� +iii+i�jiiii+ �i�i,itj�iiii i�i�i��jc�i � �►��t r -- _: it III _ i nlun Ni�lr�rani ' `' '�� '�t mrfnn Im(nnlnlllnnhnllmlhnllnn Inllnnlnlllll;l Inlllnl�unlnmm�lnnmllhmhmh+n Irniiih 01411111K `i _. - rte•- - -.. .. .. ... r .__ .� \5 'A/ 22 ;,A /r, -=' HE VISK)NS G=' I kE. A(P-a g,rr 5t-APED "'Oa P_A•ti oP� LATERALSEE SUPPORT POINT jIGHT FIXTURE COWL BL;: EE ELECT o•v. WALL \- - RE A.'. !A4-� r - 1 ,: r_ _.__._ - - G-� WIRE HANGER r^ 4' -U' O C EA WAY -`- �Ati 5-ASA\' c �!'Vb - ( _ ENAMEL PAINT Ov;2 MASONRY WALL t \ I WH--RE FIXTURE Ri]W F ASL$ BE'WEEN MAIN , WHERE LCCUR ': SP TuBS EE_ r RUNNER, USE 4' 0' LG MAIN e 4'-U` 0C. A P S• S ECS POST, Y � A EXHA ST FAN I ti MEQ AINT �VLR ,JR GYP BD '�% SEE MECH /ELECT DWG'S -- A_ SEE ��CS .�___ •• T P � �„ � -OP OF ----�1. f / \ / S CROSS TEE u IN CEI_ING, T rP'C , - / \ 2-o OR bREA7 e 4 "-0' X 4'-0' ACOUSTICAL \ - C�� VAC-AIR DIFFUSERS, WITH APPROVED CLIPS ASov� p o� cA\- T _ _. i R W "�z ToILE SEE SPECS, 7 vP, 'RES A�, REO'D BY CITY STANDARDS TYF SRO/GE Ex'cR GK - -- �_A�-rSi A' BAGoc �--I— -SEALAIti�rrv,GAL � 30 x f I -.—_ ' - rAG� o- -KA"'ED -MErA� 'SEISMIC POST OR - - 0- °'A¢ApE'S — w-- _ FRA-\G / EMT C-9NDUIT, _E -.,T �; DUPLEX C;"INVENILN'-E _ � � EE ' �� SEE SCHED _ -------- .X4 RECESSED f'��.QRESCENT------- - MASONPv A -r -..�- _� e r.I FIXTURES SLE E-EC N R' �r T t 3 6' OUTLET, S 'I`^ DWG'S R CR I n - - w, ti• .\ uHt c' xt, � fJ J S Rp.NT BRACE' I z _ SLID NG BAR r^ ' " p_AS+E¢ 5�5'E� \ _ CRC`S 45• CTiu'JS AL, -ATCH RUNNER WIRr ACHED TO I �,- i -----METAL FE r.Es MAIr, F k �• AI z -METAL DCDR :9 �� =�' �_�nCco SEISMIC -- 4 4y. -Q I % JI ? mac` LOCKIN`: ,_If, ! 5 f ! L_-_ -- r' xi �` 3 CANE BC_-S SET :r•. SEISMIC POST SCHEDULE TO 19' ---�-- MAIN RUNNER \ x 3' ^>\ P]P I 1 UP TO 8'-0' USE 1- 3 5�8' �-SiNr R + T ENCLOSURE ---�� "ANGER w:RE 25 ]A MTL STUD L12' r / �:�E [ ' L L __ �:', r I�MARLITE WAI'�SCD' OVER r II [� .�R _R.NG W/ T R A I'd E N C L_ O S U f� � -- _ r'' � ',,r l 112' 1T Rp S ?- 8'-0' TO l0'-0' USE-0' O I / ?APER ter] �- ;�,'E::KAL 6- CJVED GYP. BD TYP SEE SPECS - 1 P A R A P E T A T F R❑N T 1 0 2- 1 5/8` 25 GA MTL STUDS o - BASE, SEE SPECS --- I 7 12 °'2" 0' OC FASTENED BACK 1 _ TO BACK C EACH SIDE CAP E ^ ,- �'.. MFAOr- Gam. C� / - r OF MAIN RUNNER T'(P 5.1 _ C SuB N=L 1N X6 SiUi' `,JA --- --_ Y 4'- SA-PANEL~- 4 ' =� -X 6 5ti'oG'- SAGE ''--� �• ,� � t� - .,ROSS RUNNER 3 IQ'-C' TO 15'-0' USE � -'.•. G `A 1/2' 25 GA MTL SUDS, Z CONC -� 4 -^' CLR a_/E_ED EOG= GM,. GAP ` a , I RETE BLD! K WALL '-----.-__-- STEN SAME AS NOTE a2 */ SXBX16 Ct7NC B,_L'CK - - ----- - 4 ALTERNATE UP TG XHA�$TEFAN (A nE) _.------ -- r BG ALL E 'JF_AGS'r^\E EASE ..--- ------ ER x Swr-HE^; CELLS 5'•-0 USE 3/4*0 EMT CONDUI' MAIN SPLICE W/LIu++ SEE ELE 6'•-0' MAX . , _ _ DRAWINGS. 12'-0 ]C EACH WAY RUNNER PROVIDE I E 2- #10 � r' VERT LATERAL SJ OR f- -TO LATERAL SUPPER POINT SCREWS Ac rER a NOTE a4 r B 32` G C - _ PP ICE PANE-' :S INS AL:..-.D 2 IY N r OIN' W X6 STUDS @ l)SH LNTROL i4ANDLE ON WATER CLOSET TO HAVE T f'•`:� t' , . WITHIN � T � � T '-� �� C C-, F 1 -- a4 CON HOR1Z A \A' ¢O. A\O 1 A LATERAL $UPPI,R T BRACE PI-L:MBING WALL -- _ MAXIMUM OPERATING FORCE DF 3 lbs F 'YP 3 PLACES _A-- A G;U\- BEO OEQ ^ _ CCN AC'OR TO PROVIDE 2 LAVATORY CONTROLS TO BE UPERABLE WITH ONE , - ,• �, . Mm i2'-0' G C EACH WAY C 6' X 6' CGNCR: ' �, CEILING NOTES 'J' LND R SINK F^2 N K HAND, MAX:MUM OPERATING F _ i R F. - ;] E N , DRCE OF Stb f --i]N 3 ,1DES A._A�' r�' .,. v 1 R wIRE S•AALL BE #12 GA-V TE x ALL MANGE � T WATER ER F•- � � '� SRU L EQUAL A T-uN') TO -- 3 SU ATTER SUPPLY AND DRAIN PIPING TO BE - NDS COMTDPS& BOT T ON 0 CODE APPROVED E N �" - _ ? L ED COVERED ----•�+ r JRIZ SLAB �vER •= ?oA__ B ��. : ..k 'Ya T _RESTRAIN: PRL . .. BY TCNANT - --- / JD' r nr r' M_D1`M _ 2 A R AND U > : -- 1 V AN B ti 1 D, ENTRY DOOR TO HAVE A SYMBOL _ �. MANUFESPECS PA S SNALLiiBnq WAS .S .& ::EIL:NG SEE 7 C W TS , b � �s �. WIRES � r L' ., `.JLATIJN AT � 4 WHEN RE 1 - tiISr�- ._OPE r 6 ,NDI„ATING SEX MEN cQuA ATERAL TRIANGLE. A •� GG\ - \ \r � -w l 12' PER SIDE WOMEN 12' i A CIRCLE l -�-�. 4 'O\' SOEnA_K 9 �R n CROSS RUNNER' -----/ 3 ALL INTERSEC If]NS ANO T ' ' S T r - — - -- may-- n E E n 4-'-`---- \` aER:�_'c;R MAIN RUNNER THROUGHOUT Sr~aLL BE CAPAB!E �c Wi r:. AND MOUNTED @ 60' HIGH �, T ,,uN;,,c� -� YMBDL' TO BE /4' HICK, CONTRASTING COLORS _ DS REDJ.RED B LEC C--D=S AREAN�kILIIj 6' ABOVE SALES ---_; t�l --c�.-�--.-i-.; •-,--c, A A h.. S..O AE 1 ►' A DESIGN LGA � T V LECA-1 L r r ~ G01GRr"E E`�A_.... ► �� N L -/'•-0• 5 PROVIDE � ANDICAP SYMBOL. ON DOOR - ;iNGLIGHT 'XT r�R.'jR I i WAL4. AT F r �..,.. .. ' x �QrrCQ�Ep �' ~ nR"i '1jN 2'X 4• ACCOUSTICAL T FIXTURES PRaVIDt #:2 ALV' WIRF� INTER.�K CLEAR 1 W/ °�,� SGA\5 ON \' r __ER5 ..-w. ---- :• IN META: S.'SpENSI^_ti ICE AT DIAGONAL OPPOSED tt4 ..�N T&B j �'-=¢E 5_A5 A� ... ' " � •: , GRID SYST� �' 'NSTA_ - =F' PER UBC - G 5 SEE ELECTRICAL T'RAW:\GS A%: R-' 0 m -. - �- ING PLANS FOR Lot 47:'„�S ANC ... ~ 0 S TRASH E N C L , WALL �F -:GHT F1xTliR�s (DEs:�'N a�..:��) 18 PARAPET AT FRONT SUSPENDED " T /' BAR CEILING t' I ;,4' -: x, . . =777 13 r _ RESTROOM LAYOUT S_A 1/4 _ 6 s 2X STUD SEE FI_R PLAN ” - a KL 7CK FIR w','. -�--` .� _ 5/8' ACOL'N-ERSUNK G I CAP FLAS�,ING 24 A - �EE SkCTIuti �` A B a 4S' D C SLOPE TOWARDS ROOF G .;; WALL, SEE PLAN _ J -- - �- 3 (STAG;;EPGD� (PRIME b PAINT) C^NCRETE TILT WALL ._.__. . ("NAIL a 18' 0 ' ERP RDDF DRYWALL--- EEL /21 S'A'v :N" ' 1 SC-E i rt OVER wAT I '` rO "Q W/CCG EARE,MS �- I Sr_k INT FIN, SCHED t 0 'RA C-R11JRS BEYDND S� �NCLOSURF � • ;3) HEAv� Y 3'WXS .. - '•' -- - _ a I CONJ voNEN MEN RESTROQIS 1 4/2' MIN CLR 1 1 '/2' MIN. CLR -t-INGES WE'._��'D TO FRgr!E -._EAT _ �; - - - \ _- ru , , 1 J 1/ 18 GA. METAL GRAB BAR 1 1/4' m 18 GA NOTAL GRAB BAR & CHA%NFI_. SAINT TO 12' 12' 12' w'/�3-3/4' DIA. STAINLESS STEEL W/3-3/4' DIA STAiN_ESS ST MATCH r, Cr DJ S' RFACE y FARER ( �,-.. .S: -^' -`C 1: - I i�'vNG�HATTACH W/3-3/8 x'--- - F__ ANGq ATTAC W/33/6'X3'EEL \ 2XMI/ • �R VF ND -GMT N ER EXP J B� �- OD W� i a W S WALL 1l u E -ADS B W TGC.At _;�4vrNu JOINT & „A'H _ . C '.B E SYMBOL DESCRIPTION �J J AL - ---- _ _ �LDEi] R,.,JND C .._� TG MA' "UN D=''RWAYS LEADING TO MEN'S SANITARY cACIL:TIES, PLYw:]0D SHEAT-:%3 I SCKrACE EOU1LAI'ERAL TR:ANGLE 1/4 INCH THICK WITH EDGES 12 _T-,'N p �FKIyr _ 3/8' AS DCC;;RS -----I 'E / LZNG AND A VERTEX POINTING UPWARD AND ,-N T-JE WDt"E, S-E,L "� G 1 c; AS;-LNG FACILITIES A CIRCLE 1/4 INCH THICK ANL 12 1NCHtS IN DIA T7 cRr.1: Pi,. EXTERICR DRYVIT BE 24 GA THESE GEOMETRIC SYMBG,.S SHA1_L BE CENT�RcD' ON 'HE DDDR PAT, ";S ,0 �n`g S.,DES ` ,A_ :NIS,, SEE �C'0R� PR'U - - ROOFING UP r>, A' A HEIGHT OF 60 INCHES AND THEIR CC'_::R AND CCNTRAST :N - ` c:^' SC. — - '= D PA*N' OVER PARAPET SHAL! BE DISTINCTLY L'•F'ERENT FROM Ttic C^ :7R AND CONTRA DN �7 I OF T• DOOR TFOR DDORS �_EAD.'NG TO A ' :SEX RES'R0,],tif 5' R"`A :U`� ..N ALL ^ -NED CIRCLE A%' ';�,ANuLE SIZN S.,A' BE .:SFO �-T -AT. I 2M „,N ABOVE �- TRASH ENCLOSURE DOUR EXPANSION JOINT TYP , RESTROOM -- ---- — 19 _ 14, PARAPET COPING �' DOOR SYMBOLS GRAB BA � 7 R 4 G R A B B A R �:ZE. SEE ._MF-.`'4 //. _ -ASHING TYPICAL DOOR-C TYPE CD - . ---�__-___--.-- L T-UP R ' F - - --- CAL DOOR-B TYPICAL DOOR-A SLE S - ' ( UC IMG a 3/4' BACKS,- NCTE D'iCR TYPE ANI: RDh E g �' SEE S7- 31 E T WALL FOR Nr.. . r. PRU ' 3' a• *3, 6• $OIL?-.u'P '^F Aa . .. _ � .. PR(1VIDE A SIGN !;VER ALL - LEGAL. FX11S (SEE FLGCR PLAN) 3/8' I I . .. - SIGN TO HAVE ' -4I H T V G t.E rERS� I j j 4' CANT S' NOTE , READING •Tia "R TO REMAIN IS DC,� ' '--- - T UNLOCKED DURING BUSINESS HOURS ' � --'- -----+ � / ]NC T T CANT 1 PREHUN P�2E� AB, PREf� NISHF=D b I ' It. :VE Y CR EQUAL - -- - P;JS 2 SEER SP ECIF:CnTIONS FOR DOOR ' ;/e' MAX GAP B'w .( H-PIJI.L BAR .IY --- NAR^WAR MIR ty TH?ESHOLD - "AIL SLOT W/COVER \ S�Er'. n :] 3. SEE D:1f]R SCHEDULE "' UR N _.?Xr v: Y xi --- —_ DOOR TYPE. _ �- ?x -RBED RC'F r -Yr ' 1 L. I _E V �a i LJI _]PENINS TLJ BE I _ - �� - T I-- .,� Z 1i 4.2 - DEAD LEVEL I 3/4• y'..- -- -- _ �L , �\ �/4• ',, J \J. .UNDERCUT j .._._- - < - P dF:L r. _-AQ PLYWOOD- r c. CER 1 SHEATHING, O 0 - 24 aA C• 1 - -- _ CJ'vC TILT WALL SFE 1 - __----.----- GLASS ct/4•) a z !� 2xG BLOCK' , TO RECEIVE `-- v - B S WuS qrF_ ACI_ RFEN:^: :S :/1`-"0 �, n C RUCT i w ' 0 @ 6' O SNE ' _ .......__ -_ -------- SEA'.ANT I RE'ATE v 'HR AD FA END a U w "AMMERED SO BAQS CANNOT _._�_ ry G'..ASS STOP (M-:21) n [� t, �_ L E V A T I CI N NASLNRY FRAME ANCHORS y � --- -- - }�F:AD (JC 401, P-407> Ito BE REMOVED y ,.__...__._.__ ,- � ell a, ,�_;_ CLi]SER US ALUM CC PRESSED METAL DOOR F'RANF DR ErUAL CL Q SLIDING BAR L. A 7 C H ROOF- ❑P E N I N C ___� __ ____-_.- SHEF:T METAL SCREW __ --��NARRI1W STILE ALUM DOOR, T c� — 20 — 15 CANT STRIP - --'�-- �' - _ - _ I a s 10 �-- z�a 2�i> �:► --�- _ WGn' w :NG 'VOTE Er v' - - rp r y n, x 4• S i'400- CNT r0 BF. --. --- S OlLUM:NIUM '4U0-S' SERIES A�r �:R PLASTIC 7.; _.. ,, ? F VTL S%: V;;AV. _E t OR i OPAL IIIII c'C B� r;.�' W , L4 S lS IJP •_•�` ._ r .Ji_p) '� _ .Y_ �._ -r PP.,`_ �•'._. '. 7 I ;E, FLR PLAN I - — c a - - - - _MSS (1/4') j[jINT -AMB '.JS 406) -.-� - _. - - -- - --1-; '51=E GR/.DINS) P:-AN __ _ -_._ ....._ _ - - -- i;cCO (D-3:-'; i - - KESSt D .. 133UU0FOR 3' V:NPAU`� L: WNSTRUC _ a ..__ EDGE 11 F- SLAB o sg�o° 040• I G, I _ 3-651-22 JOA NO. --SHEET METAL SCRFw I q L PLOT DATE .� �� . 4 .. ?4' -�'---�.._._.__—_-�--� - -WEATNEQJT4iLPI'��I J A'~— _—L c. V I Cd24 r..�CM:]D7H A; PLOT - _ :. --- -- SCALE ?PEASE DNE END _ � I t--- i TEMP AS NO _ - 'k - --� /4 RFD '"i]R GLASS i f: i; TLD ME A q _-.___ _. NARR DRAWN BY: L D0.4, SEE B,�VE I y t'250D:� 101>LE ALUM DOOR, BQF/JGM — _- - ,. r - ------wEnTHER'$TkIPP1rIG SHEET TITLE: -- �riM A,,_K (' '' ) -ADJUSTABLE �- I jNar DE'.AI S 7_ 4q TtiREaTH L 0) LH i �� WEATHERSTRI°?ING _ S IC OJ) * ' - -- --- --- -_ ----- — — — C0NIT 'CINT — - -- -- /c' x 5' ALl_'' (` FIW FL s►;ELt No__._. C. 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'f: '+rF'•_ ''{<:n�'.,r T�'�R J '`R•'"'" �y .L ;i .�..........._._._��.__ vi i I t#,-, .,. F t. ; p5 TIr r ,m .. ."�,, PZVISI" . 01a A;; �'+ITWN .L_�, I ��F't�F'!Si0 t SEE q' ., t. - � ----' , - - N • s:' �", -' Ef(;NiT A_1. j_ tiLOGKOUT i0i + .' K 1. ` :�, AS S1+C1WN iOeJQRS AS KEQ'D I �ef0 (24� MIN.) r . ._.__- -_-.__ .-- �. .. _ _ , liR''. A. r 'I iR (1 N4 'pOwJt�; . a�;' --1YP. I LAP scH�.ouL� 0 I `„.,, 1 t; , I i) 4 CONT T&H -�-- _.___ _� �- 1.0 UWH U.N:o,.. GENERAL N O 1' `- 1 x I t 1 IDEWALK L•E.F AVII'l. I ( trh. SPULI $FL CIFNERAL NOTES I __ tc�300t }s }o.j000 Psi F- - 1. 1. iI. 11' __ _4” CLASS '0' CLASS_.A. ,K" � ��\ �1���IBLE LAYER C'.JFZjj SFF AkC 1't, -- Q (2 i/r aw.) jr 24" z'-d- I - 4,-: ' p •__ T + --__ __ __.�._- -� �� �# Z� _2'-4' I y�,'L►- vTl 1, TR+U88 CK. '�i ATFP,At.S W( RhMANSH TU �+R1N iG 1.1 - _ r- DRYPA _ 1, , - � � P �� Q `� S# I' 3d' 2-I1" -- j'..0" li U SE:f SCHEDULE FOR - a' THK. & NUMBER y-- -_ " REVISMW C BOLfS ' PLYWOOD SUB-FLOOR Ot 7/8'x3"x12'' LONG 3x TOP OR } - O SIMPSON 'HGLT' HANGER O SEE ARCri'L STL. dM. SEE P O P�YwD. SHEATHING PLAN I U N.O. ON PLANS O WHERE OCCURS �' SEE PLAN U 4x14 CONT. LEDGER W/ - PLYWOAD - CARRYING BEAM l , 7/8"t! A.B. f - BA(';K OF w /"� �_�"� -"- - ------ - J `J 0 TRUSS GIRDER W/ +T �r SEE: NOTES � IT— 1 7 5 1/2"x R 4A WIDTH O PLYWOOD SHEATHING ROOF P RUNS / ,,� w000 OR RWLAM BEAM SEE.IsRGH'L ,�1 �? 3j4" STIFF. { Tag _ T I I SEE Pi-AN NAILER PER MANUF. -- o �r0 s O 8'-Q" O,C (t , SEE PLAN (AS OCCURS, aU 3/1G"x 3 1/2" WIDE 4, - � r 'L` \ \ i _ CLU4AM BEAM ^. ® STL. COL. SFE FLAN G� 6x6x3 4" STAB. � 5x5x't' � � SEEP � / O FOR SIZE do LOC. - �`-- -� ---" - DO NOT WELD I _ .__.._. -- A LAN, USE ot1 06 _____ _ 2-ROWS OF 3x NAILER W/ 3/4"m r 1 TO TRUSS _ F• TRUSS GIRDER W/ ---•�A... .� 2- U.N.U. 1 WELDED SEEDS O i o O t - _ - - I \ I I 2a" O.C. TYP, ! SE.E PLAN FOR SL'E I NAILER PERIL. COL. MANUFORD 'DTH O ° .i 2 1 \ \ f _ ._._ O >< t+lo '-`- 6'-0" O.C. (U.N.O.) I II \ II �� SEEWOC�SHEaTryIN.; � I � (' / 5/P" bR'G �' _ �r I � a -- W/ 4-•3/4'¢ G 3/4" STABILIZER I? yFwr JOISTS - ' - � � 2�' O.C. � d' A325 BOLT , 0-- -(r - (8'-(" SPAN) ! O CONT CHORD BAR, SEE /� U.N.D. PLAN. 3-0 U.N.O. i •� \ __._Il.� O FACE CRAIt. 1 � I I O 8" CMU WALE_ W/ 0- A DIRECTION _ I ' 5 0 16" O.C. V & -`# 5 O 4D" Q.C. �H; MINIMUM DIAPHRAQM TYP. U.N.O. NAILING U.N.0.1N - NAILING DIAGRAM s I - v PLACE CHORD 14AR WITHIN 2'-U" �• L O BOUNDARY do CUNT. , I) _O PANEL EDGES NAILING II II 4 PROV DE EXTRA tJ4x4 OVE OR BEL, 0 'LO" O I10d O 4" O.0 _ ALL TIE ANCHOR 1x BEHIND A 11 O.C. N AIL _ O EDGE NIG - 119 14 9 10d 0 Ir O C. -� - UEti,� O INTERMEDIATE NAIUNG I -f * ► IOd O 17 O.C. ' s" ;'LFI T . AI.L P_.WCOL ''HAL sL 5/d GEAFEA. SIDE TYP, " _ 4 STEEL COL, SEE I`W, STAMP T o L;?UGLA: FIR, STRUCTURAL 1, b, AN APPk0VCD GRAUINI, AGFN% ~ i PUN OR SCHED I I O STEEL COL. -- t HE FYTERf`jP T'tPE. PLYWOOD ` H44L, CON`-'F+M rr W4ffG C7 + 1 w FOR SIZE ec LOC, SEE PLAN I 0'' ! -P-i IINDE:Y 32116). r, t ,' >E[ PLAN — £�—� 4 IAT r'LYtiY�MD SPIES WITH LONG DIMENSIONS F'ENr, 1" , ;:� I. FpR 54 E & LOC, 5 _/ �1 SPLICE BEAM WHERE 1 'MOWN. ALL FS"E� EDGES .QN0 AE: BLOCKED END _ TO URu 6 A'. *,:• y --_._.� 2 3/8" BACK WELDED __. -1 O s, '•LIE Gr;dM { '� tNDIi;ATFO ON FLANS SHEAR PLATE I TO STEEL COL. (� —� (SLOT IN TS COL ry I'• I I 'sl r --(�� 3 3/16" BENT U- v 5/8" THK. f! WELDED - AS SHOWN) I PIPES DUCT,: `ic QTHER MATERIALS 'T r EEE DUNG' FR:M I ( HUI ONLY FROM 4* PORLINS OR r% LAl] M B sMS INSTALL a.r ,; �IEj' i i C41 2- 9 (Tw W/ I W/ 2-3/4-V M.B. PLTWf.ErJ SIDE P 'S HANGERS BET. PURLINS W14ERE SUMMRT 15 NELULD. UGH' NEIGHI • L-SPENDft'' 4-- 313 f.] O 3" O.C. TO BEAM __. � � 1;a" THK. SIpL ff -_. O STEEL BEAM G 1 I+- SEE PLAN T FIL 1G CAN r'tE L1NC3 FROM :: •131STS WITHIN O" „(01ST HPt+E,!R. /;� tr EA. SIDE OF COL, do ,,.., �,,, 0 WOOD BEAM Eo.. 4 OF ,LUt AM BEAM O THK. a. 81 nLD1Nr; DEFAFT�.1("IT IrJcPE 11u�S R�%DIRE Gr' TH{ RIwI .1 TLM :F rGUT T1rPOU0.0r O.C. .� ,, '• - - %' SEE PLAN I I( O �! 4 T3K x¢WIDTH' OF - + •f SEE SCH AcUNUMBR - - r AIaJP!J,+`'�i� ANY LOADSPF CI`NG.HE rkUGFERAi_ CrN THF ROOF SHf_ATHING. OR ti � SJS EN .s, / + i OF BOLTS I L L I nn1�I:h,c, M£M6ERC> SOM 1 3E -O �, F I. SEE SCHEDULE FOR - - ; �' "LULAM BEAM + 1 1/2" 1 R SIZE & A.B. ,+- I I LEARIrII, I ,8 I RUQF NA!L;NG KFQUIRES 10d ® E DF I %2" 0.I:. 0 EDCF.S OR ON 1" URYPACK --�� `, `iTIFFEr,Ek 4' WHE:`E REVD �,--'..".t.� 1.� ANIF1 PFyt�jl�E ►�!t�IMiJI�v ,�s-Mk►��h�. 1fF r.Al NAI IJ( SHALL. dE� F, #Q fL + LAN I I -C ALL %41 + 'S., MINIMI..t FFOM I A, NEI uL F STEEL COL. 9£E P 7 - w EDGE. r1A,. L 1' r I a ' k O ! ^ _ TL JE nA',. I.Fr .RTINi Whir, h ADDITIONAL 3/8" THK. k'S I - - _ ;. EDGE ::I' OPErot,4(-, THROJG11 'HL ROOF Art„ WHERE d" IS GREATER HALL bF PFR EIUUNPARt NAILING KEOIj1P' f0FNT: E': rf' _ - --_ THAN 24" (WELD TO I. SFE AR"Ht'[C1-_,t AL Pt,OF P I QN. , 1/ I Wnr, „EI+.HE; k.,.i1 f.''�AINAI;E. ',PLUMN +, I(r,",), FTC hJ "T - ♦ L,Sf, TG E aTALi.I.H t,'rP uF :itif_�.t11Ni; EE.1;•„ATI � I ! SIDE q 'S) W I� r , - L T' I GL"LAM BEAMS SEE PLAN --P--� 1 E'_. A'. F,_u,LINS O SPI"1ttk'LFF MAINS,VOR E."o PIPE.) AND IARCER *TF1 ;. J�� .� I t f.a'►•4t!•• SEyt� E,Rc,WIhG.. O MITRED BEAMS I I r c ' r a !rtAN -'.it r�,,y^:e.� ,; 4- ♦ . �--/ l l '( STIFFENER O BOTT. TYP. 0---------- ti "' 41 JUI,T., It 4' C.y. I-�,r PANS MORE .f �.. } J F';'. "("c ' � ' L .E .. „�,, s tE, aT EGI!IrMENT r.OtaATll�+; .'f Mr-HA,JI',-AL ' tiAA'1Nf;; ; r, F.GIItP'+ENT L(rCATI+)N?, PLAN SEE PLAN t F' 10 FOR ANGLE COL. CAP WHERE 4• ARE SKEWED IL PLAN 420 ' 1 --oIts 0s O T 4 E '� 0— r O BOUNDARY NAILING rj EA SIDE TYP. (TdtB) - -- 0 / -0 O ROOF SHEATHING SEE PLAN 4. i � � , L a�ax1 a cotvT, w; O ROOF 3/4V x 6" LG. A.B. SIMPSON 'PATM25' TWISTED _>l, l L L FL+1': `" SHEATHING _ i. O FOR SIZE AC LOC. - c� 16" O.C. JOIST ANCHORS (U.N.O. i r _i 1 , ) AN'.,' T' O ROOF, SLE PIAN ON PLAN) O 48: O.0 ('UyC. GNALL BEAM 0 2x6 �-� --- -�-� Y�.A USE 3x6 ROOFJOISTS* O r•. P '.IPE;' A.-iCFt BLOCKING 1 l (7 O FOR JOIST SIZE i ^ �� 1 O ANCHOR LOC. IN 'HUTF' r- -r r PLACE E SI 'HU' CAP SEE FRAMING PLAN HANGERS O BOTH ENDS �- �� t ELF � FOR RF'NF' SIMPSON - O �� o O T ORIZ. BRIDGING w 1- 5 ENGAGED w/ANCHOR I / !:C SLA.," SEE PLAN HANGERS " / - USE BOLTS ONLY c0« yA:,C. REINt ---• ._�._-_ - � 2z10 EA SIDE IN 'U' TOP & BOTTOM O SEE SCHEDULE FOR HANGERS SEE PUN -� i L03x3x 1 4 x 36 W/ - -- -- —- - O 2x ROOF JOIST IN SIMPSON r / I / 3-3/4"� A.B. 70 WALL 'F' HANGER O 48" O.C. ON 11" DRYPACK 026 CHANGERS O 16` t O 8" CMU WALL ,F j (BET, 3x6 JOISTS IN f 'HUTF' HANGERS Fs _ - f O.C. I O t-�5 CONT I SIMPSON HANGER i + + + t O SUSPENDED CEILING 8, � 3x TOP CONT. + I 4x8 CONT. LEDGER w/ -' ---I #+.d n , ,J' L L, SEE ARCti'L OR SEE ARCH'L 1. _ _ 3/4"0' BOLTS O 24" O.C. ------ _-- ____ BOND BEAM TO CLR. �+ r,fl f •,r Ir H. - --- nI� (�' SEE ARCHIL DWCS. -- '- I O BRlDCING L t 3/4x 1 3 4x 1 8 - O j FOR CONTINUATION �0 ,�_____�._____. SCUPPER OPEN GS --- - O 2x4 BLOCKING o ! ODD ANGLE CAP SHAPE " � SEE ARCHIL TYP. J COL. CAP 3-#5 HuRIZ. CONT. IN ) I CEILING LINE I 0'-d'+ 10 20'-0" 1 8x3?" GROUTED BOND BM. �, J.� L �,�� U.N.O. ON PLAN O 2x6 BRACE O 48" O.C. i 1 EIJEND COL. IMN. CAS 'E: ;U PFPMIT INSTALLATION OF 1301.1:a " - JIQp '-1 ti, .33'-Cf z (J 2-#5 CONT. t� SIMPSON HANGERS ,. THE D'S!ANCL F'ROre B6Lf"5 TO ENf1 r� BEAM SHALL B� Ro � .- OF THE HOLT V)N TYP. 33'-I" re 46'-D' .S 2x8 WOOD JOISTS A -1k -� O FOR TOP OF WALL I, , SEE PIAN 46'-1 ro 1 60 0' .4 SEE ARCHIL c a1 to lil r, ;; Q 3x"NAILER w/ 3�4" DIA, A.B. ;,rk x9 LONG O 4 TYt�I+'a INE;NFOR'A I'll 4f ft _f( JL/11'VI 21 - f'�',\II r /' q n r r+t v F I" T r) 1 5 r .L:plc J 111rAL 16 f t AN r>,( ^r !` E ED BEAVS � I � � 1._ I ,+_ iV A � L I'_. I' � - i Ip1 , 7! I /• 1 44%;;A'; 2 SEE SCHEDULE FOR O FOR CONC. BLOCK SIZE 1. THK, ik NUMBER .d 0 PURLIN, SEE PLAN O f 13EAM SPLICE d COL. —r1 OR BOLTS -" 3" + v Ac TYP. WALL REINF. � � - - - t r .J/ SEE FOUNDATION PLAN 11" FV4 CONT, BEAM i r 18 Ir, O 3x TOP � OR .r�r O ROOF OPENING SEE J �, SEE ARCH'L ARCHIL do MECHANICAL I I + i ' t f/ •, q° ;h O WOOD BEAM SEE PLAN ----C� 3 1/4" THK. SIDE P''S PLT'W000 SHEATHtt,G 1/4' BEND 'U' = / O Zx"RAFTERS O __-_ O HORIZ. STIFF. IQ O SEE ARCHIL 4 10 MATCH STEEL BM W/ 2-3/4"� BOLTS _-_ 24 O.C. MAX. � 5/�' THK.x WIDTH OF � 8x4x3/4" BE:AR',; ,y , ` �___._�!____-. SEE PLAN I I BEAM + 1 1 2" BEARtN(31? I r FLANGES t t 3/8"w W/ 2-2x8 EA. SIDE r1 I I STEEL COLUMN SEE PLAN Y I Q3 STL. OL. SEE PLAN COL. Wj 1!2" STIFF. rC' 4-3/4",,14,11, (GAGES 9") r _T1 `j 'r' FOR SIZE Ac LOC. I O K-JOIST W/ SHOP INST 1-#5 VERT, O O,r, U HANGERS O GLULAM BEAM/WOOD BEAM +, I + +' + ' _ + ♦i O4 STEFL BEAM r,�x 2 112- x CHORD WIDTH (� 0 2-2x8 EA SIDE OR r,-- EEE PLAN -� SE P /�//q�fry/x NAILER PER MANUF. F FILL CELLS O BOLTS T--- E T J r • OPENER IN 'U' _- MANGERS `— _ O 4x8 LEDGER GTN UST \ * . - - U TOP OF COL. ¢, ♦ ' ! W/ 3/47V AB. O 24" ------ 0 BOUNDARY NAILING I Q / Bx6x 3/4" W `' >(�-- FOR PLYWOOD r "'' I 6 PL, 3 4" +b ♦ 01 ^ - OPENITYPICAL AROUND 1 \ 1 + I I + !` x 12" (LLV) 0- \ \ Q = --o OPENING V ST292, TYP, O I COL, - e} L♦ CONT CHORD BAR, SEE �,\,� ( Q O CORNERS 6-�-� I � s ry �� PLAN. 3-#5 U.N.O. w 18" CMU WALL lL.--- -— z --- I o —'� + t 1 12-#5x 4'-0" LG. E.A. cr � N� / NOTE: o �� 1 r s PLACE CHORD HAR WITHIN ?' 00, ryO� Q !'•; --U ABOVE OR BEL ROOF LINt` E "nR1>V„ N,'Ir V., PRO.'[CT INTO FIt1514 FLANGE _--- Q,,, f _o 2z 1I I 4•i(,T !W 17 ci i(_i 'PIAN ("n i,Jt,J. 12 ((-`. "' )L F� :I I I ^ � -)',, (- ^ !':_ .. ! 440 Uwt�L r 7 I`. I , 4 I 1f� 0 Y (.(-)L FLANGE nP It 1/2" TAGS It TO F<1 „I �"`�`• ��1� BEAM WEA COL. 0 RU01 DECK PER� '_. 1 SIM MfrWALL kFLGS PLAN & DETAILO MST-4d O 8'-0" O.C.,UNO S FOR REINF. I ; * - -_- 5EE - Q �-- ♦ rs 3-�5 TIES O EA. PIER �+ -- _-"_- �'�CHEDULE INSTEAD OF METAL DECK ---o O K-JOIST W/ 2 1/2" Q TRUSS,,,IOIST W 0 4x;4 CONT, LEDGER N/ � I ♦ _ ♦• :' J01S1, SEE PLAN 7 x CHORD WIDTH NAILER --� NAILER PCRHMANUFDA 7 /1r� a8. SIZE & LOC. 1 FOR } PER MANUF. (U.N.O.) O FLOOR SLAB, SEE PLAN I 1 0 STIFFENER If �t - �} (2 2 1/2 M.B. TO O 8'-0" O.C. (U.N.O.) SPLICE LEDGER O 1 GIRDER EA SIDE) .\ 0 1/2" THK.x 11' LNG. 4 OF JOIST -y SHOP ATTACHED HGR. W 2- f4 CONT. aO STEEL COL. \ PLYWOOD SHEATHING / I - -- - BEAM 0 BEAM 0[3 TYP. " SEL PLAN •4--1 4 HOLES IN TOP y DOWELS TO MATCH VERT REINF (48d LAP) I v --� -'IQ COL' MNGE _10 COL WEB 0 TS.2 1/2x 2 1/2x^3/18 (D SEE PLAN X 1 1/2 SHOP r LEG FOR N54 NAILS BOTTOM OF FTG. TO SHAPE SHEAF? WELD FLOOR ROOc CONT. BETWEEN JOIST O // WELDED CUP ANGLE DATE, SIZE FRAMING_ FRAMING REMARKS DRAG LINE ONLY t MATCH ADJ. BUILDING I— ( _ _ 1/2x 1 1/2 BRACE FOOTINr ELEVATION ' I ' i 'a ! --- --— _-- ANGLE W/ 5%( /3 SPAN % �. .�- 0- 0 JOIi NU1M)�RI - JOIST CLIP t P \\ - ✓/ �.. _ ;, w1 : �� OF GIRDER U.N.O.) \ 1' ' PLOT DATEI 0 3- 4 CONT. - --- -- -- - _ ---- 5"� -__ - 0 5/8"� M.B. W/ v --- - F --Y NUT do me �1 1 t �"n I PLOT SCALE, _ FLOOR SLAB (N.LC,) _ �--�- - I � PUSS GIRDER W/ f VERIFY ELEV. '�• 'T • • • .t ADJACENT BLD'C (N,LC.) �--- W1A _ - _ 5 t /2x CHORD wIU1t+ _ i.r 8"v r ++ SEEPIER MANUF ' 1 • I • I•. • • I DRAVN RY+_ E LA r I .. 6x BLY'C BTN K-•JUI 1 SH� 1WFTn- AS OCCURS ._ (W/ #14 SCREW * F• I OP EA. T CHORD). „ - -- __o SHEET NEL ALT$ fUl� E 1 i dv'l,�I__ �'If-►� 1 rC� , Al E;iJ�� . ! ; T'✓�`►i"f'li ! �� I. 1 23 � ��� � r li��!� 11' ST-2_ _ �__ _ h 1 G I F I ), F Pnclllr.Hwy,15532 Bldg.C - - - 8 L ' U ELC 95-0242,7-86G/072E795L —...�.._ 5.tw„ J 12029 1 If chis nufice appears clru•er !11,11 the document, file document is of marginal qn:r' Y. �IIIII i 1 I 1 ! ! ! !, _ ! t,^,� 1.T I I I ! ! ! I�Ilillll 1 (�1�!jl I�1 J 1 III i I I I f'I ilillll (1111 i�lllli !1111 I�11.1�1 l�Il� ,_ � ��1l11�llill �IIIIIII irf11ow 1Hi 111111N �IHn IflIIIIH(11111111 Illllllllllltl�llllllllliliti Illlllllllli!IIlII!IllllllllpillIII!!IIIIIIIIIII!ulll!HIIIIIIIIptl114�1�1!(lI1�11� rll�l� ,I ^nvns,^�•T^�.+�r'.aCx".�M: +•.,�.... - .-.n.r _ .,c,,r.•..--..-nw.�4es+.-e^,+nry,+rrr„v,w•.-„m.,v..--rr..,,.- m,-an.m.ex..-nswn.-•ere=• , _ Rw5'.. - _ . qw 'A r i FOUNDATION NOTES: I E. !'AL NT Z. FrPis, CURB_ (',. ,�;, .4 Fr; cf< ARO 7 MEC 1'i u4o,A, Uf, 4, i l„ cji.C, SEE M�( r 11h'•; ' �tlTRO. JrNNI I r�(�7rE_s 1 �, r;FA (AWG r, t s� _' — _-_- -- — - ---- 0OTING SCHEDULE ell THK. REINF B 70 MARK SIZE O REMARKS 1, '-T� � �.trod o'x5 - t'a �c 2 Co zip PAD f TG. Q/ 30” ROCK ' :4 6EYCN6 v7G. Er, C. 1)�7 cJ" , .•"�L'AI�' G CRU:>Hm p. _n T L•t;i_,a F. + (Dwr. - --- ------ SLAB' SCHEDULE i AREA REINF. SUB-0ASE" REMARKS ----- l d O.C. 4MID S� R1f3 RtN,h ufR � �• I ��� .,fie, 461 IT 7�g U �tr= 2` 00 hA'I. li_ SC Pone PLPO .�../ — lid .��EF SC.. t%t.POki _Ah ENn__. EIL INS U W a Q1U! D ,,is PFOt,.E L.Ab C RACk ING. ,1E ,L'II. RE c'C)RT;1 / ,► l - oD 3 � F 1 I I , I 1I / J W z - Z 0 SwErF - - - - cr d0_ In_ C d Z 3 4 6 0 CC 14 cc . DAME, JM NUKAPr 11,,,0? DA'11t� MOT Gcv"l t OHM ma FOUNDATION PLAN S .1 . � scA�.E Pacific Hwy,15532 Bldg.C ;{ ELC 85.0242,7.88C/072895 '—` •- 13 0129 II' This police appears clearer fhau fhr w, docilmenf, the document is of marginal yuu"t}•. + IIIil�+ji , - _-���!!� I��IIjI�Iji�� C�'IIII,IjI�I fi�Ij!jI�IjI�I iililj!��iijl �jljijl�lj�j� ijljli������� II�I�I��III�� �I������. ��l�{►�ifili f Iljlill h141t ►tM� - ' �Hil Ifff�Illl IIIIIfI!Illlllilllllllllliiiiiiiil�lll!II!IIIIAIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII,IIIIINIIIiIIIIIIIII!It Ilfi�llfl flll�llll h 30 xi i .- .. ... .... ... '. Y -....tt d ....... Y..,� -J•., �....�'{14.1 , .r, -;:• _, Vie`+...-k _..,�. a.,�: •..._�.w.,... M I f ROOF FRAMING NOTES: -v - --Jf TAIL ,w F 1 BEAM SYMEJ:. -sr- --�;HLE I No I BEAM.CAMJIFF dF:ri'?_ PLANS AND :a.L1 .. :T',:+,. _ .•[.M�nA� .. 'c.., ON SHEET c.., 1 3 F!)F MEf iANI(,,a;. F,' L'PAAr-N a+r,AIPON, S42E, bPEN;N,S, f-TC . `:E� ARCH'L AW MECHL.' PLAN`,, 4, I V�' ijCN ANI, "ONOITlAr NOT SHOWN, Mi_CN'i AhIJ A/C C,F�AVyltf:,.:, i,NO '•,f4G N.)' '.iHUWN, SEE SF+FE'I ST?, 5T' FT 1A [DOTES ~ ' I 1 frd / !v CA IC- ..... ROOF DIAPHRAGM MAILING SCHEDULE AREA I Of-Jr'. 1.11GE7 EDGES INl'ER�I. REMARKS pr Ir It Rm a .. M s I I (�� !ioTF• ALt.,NAILS- Sr1ALL S.F. COWAON NAIL$ 1\,Ti71YP. P. T F. 4 RL S E. AND EINNCARIFS, '; � 1 ufz'��'I'E 2x �UF3-pfd IW � F n(, -- = --- _ _ _ _ _ — R SCHEDULE . '5?xl6? Cst r'! {I.0) �� I v t3,.r6El Gdr � r 1 - j I 5A� II I T rNSTry -JOIST SCHEDULE - - MARK . SIZE REMARKS J "' 1 fiYF'ICAL f?i�Ji �14 e6 ,v II C �:, 1 II I II: I s s I 1 AL,. I, , ..J., ARE �t 1117IC,NAL Tr THE ASC'JE 'OtF 41 C JOIST GIRDER SCHEDULE —� �. MARK SIZE REMARKS II I R4 L4 ..0 II f it I I I I: TG.? S r,r,• IV II fl � I ► � � � h •,� i __ II I i IIS I ! T ID ��F 2) j ( �' I I I' I I 1 _ — — ____-- — �C C'► D U i- I ; I I --I-- - _ I I I I i 4 I I 1 --oc ,.,: 3 i 9 I I I I 4x)L), ' I I , i �.. J r . ..._. T I _ ' m --r--� II I i s �I ill Z I I n s `� ! o 1 I N0 �� - ' i I O _• � . II I , , � II I t . I 1 � � r '► =�' � it t � i ! II � ► ail LXX '® c o I ! I I ! I I 3rd )I I i ill - - - - D _ _ o ' 'd . - ; ; -Q 0 1 II ' j j III , O Mei f4H �A2 (_;T, ��- ' ry. s� � z 0 Lu II it E o— -- a 0 D a_ cr- � oc JOIS"f TO WALL CONN. Q i I 0 h,,i l"1,'Ac. 0 i., ,A'_.!� SIIFQrtiif4c 1 O �rMp� JPAP I J ,LE W/ „.LS 0 S'IES-, f 01 2 3 (s 1� ;PAN Uf TG;JSS` DAfilir 06 7 O `-,i K V ti1 Ft W% 5f•a-rr� ;T .4, WASHE PS ,fps YV ''A CHr)RD M.c7T t?,411r t,41010,' PER M•ANI IF 1R MOT dc.0"I `✓ t s'pf' HANCER c r rlftAW4 By. •-� at f Fs'J.AN ..- C?N ROOF FRAMING SCALE Paclffc Nwy,155:2 61dg C —"—"""-- - w r I I N T O (� C I/'\ S2 `1 l r 1 ( ll 1 ELC 95.0242.7.P8C/072895 —— - -.-._ _� �"�,�_-- F7 1 J•J 5 14 of 29 IL 4! If Ihi� notice appesu:v cteacl'c Ih.us Ilse docnnsenf, file document is of mns�inssl qoa':;�. i � hill I I 1 �l��_ .. ��I. , � , , a t � 111111 I illy r rll I I I I 1 r I 1 i r f 1111 1 1I' I I!I 11111111 VIII Illlllt Illlt IIIIIIIIIII�If f�}t III+i Int nhn inflnn►nIIInIIlllullm nrhm flllllflllltllllill IIUIIIItIIIffIlIIIhIIIIIpfIlllll1111pllllifll pnI11Il(1II�INf iil-u 0 x „l P r , t A, q A �„._ fie # I` •' ««yS Y, �Y� I�;J; ? r. i t t ,,: "'�"A`!:.. t `t"(.q. 'd , e 9'�,�"a�a� �T.n!-• i„ '' •� .e •'° �". teat,., ;�i► r r x�, ::l R'' 1, a :�. y, :A•1 ,^ll� '+ v "t• t.. d�,' ? ; qA „Y• Lf r. �• .r• fi �� t: .k t . q,"',•;P - y - to { I ti v� . t w . Ia ` ., ,:: ,�' « � : . .,- cam. �. '•,,•.;'" ,.$ .e"1'.'c 'S"'!1,` AA J . QQ WT, , Y y, � "t�r� "fs�-tq' ,.- �,+.II'•`. ' J `_ Ay.,.��1�'� ,'� _*n,,., f ,� �� ar ,� _ ,N•• w 1 A tE } 1 4 � i. i i r J 1 5 ,/0 /0 i • • T— i - - - � LEGEND P-4- 10 _ J 0__ _j: ----- 1 R ® 74 STD PIPE /r J: O FOR FIN SEE ARCH'L I R Q BEAM SEE PLAN FOR SIZE ® 'fS4x4x1/4 ; I COLUMN SEE PLAN FOR SIZE ® 3x18GA METAL DECK SF: ARCH'L F'O' FIN w ;s CONCRETE SUB SEE PLAN h SCHp'L ® 2 1/2x2 1/2xi/6' CONT BENT PL �� I ; l (1 CONCRETE FOOTING SEF PLAN & SCHVL ® 1/2" THK PL /0 u �} ' © CRIPPLE COLUMN SEE PLAN I , CAP � FLASHING SEE AkCH'L ■�� Q BRIDGING SEE PLAN ® 2.4 O 16" O.C. _ • O ROOF K—JOIST SEE PLAN 2.8 Ai 16' O.C. _ - ---- •- __— � 2X JOIST SEE PLAN , ® 2x8 O 16` O.i;. ^~�� •� 2x 10 O 16' O.C. ® CONCRETE BASE W/ - ^ 2x12 O 16" O.C. `� • 3 O 8" O.C. • I � ' - 1_0O TOP ® 2x6 BRACE O 48" O.C. W/4-18d EA END U' U" @ CONCRETE CURB W/ 1--J4 CONT UNO ® ROOF SHEATHING SEE PLAN 1-/4 CUNT I1N0 3/fr PLYWO W/ Bd O 6:12Ir CMU w ... ® Ac5 O 32L O CS.G iH)UN05 O 16' O.C. (V) ® 1/2' PLYWD W/ 10d O 6:12 CONCRETE SIDEWALK SEE ARCH'L FOR FIN ® 2-2x CONT PLATE < z / j ® 3x NAILER P/T W/ 5/8"1 A-B, O 32 O.C, ® 2x CONT PLATE W/ 16d O 4' O.C. UNO AZ 0 + CA 2-05 CONT (T&B) 2x CONT PLATE W/ 5/8"O A.B. O 24' O.C. O 0 Q ,4x `t" 02.4" O.C. � N ® 2 x BLK'G ® 4. BLK'G 0/ ^ ^ I ix CONT LEDGER W/ 3-16d O 1g' O.C. Cr .. O - -fl 6_4 4- 10 SCREW EA UNO 3x PL W/ 3/a"ox5' LAG SCREW O 24" O.C. LINO CLa � f UN� l ®SIMPSON "Ll HANGER 'h ® 1 1 4"x4"x18GA Wn- STUD 0 1 C ) tJJ O.C. ®H2.5 r_A SIDE Et, STUD Q ® 1 3/8x6`x1SGA MTL STUD O 16' O.C. ® 0.35 o ® 1 3/8x8"x18GA MTL STUD O 16' O.C. ®ST72 O 4a" O.C. (1�' I+ ® 1 3 8x6"08GA BRACE O 4A" UC. W,/ B.N. W/ BLK'G 4- O SCREWS EA END 10 0 MTL DECK SEE PIAN FOR SIZE Ai DIRECTION (9 B.N. W/ BLK'G Ac A35 O 16" O.C. , 1 BGA TRACK ST9 EA SIDE 1- 10 SCREW EA SIDE EA STUD UNO ®4-16d EA UNO I 4 J, ® 16GA TRACK W/ 5/w A.B.'S O 32" O.C. - - --- - 160A MTL BLK G '/ i I ✓ f - � - - - - -- - --- --�- i DATA: �. l$r+ — -- I - I PL CIT ANTE: `? `I �L 4T S • CrNLE. --i QR NWW Wt. GO/ a t SCALE 1 S Pacific Hwy,I5532 Bldg.C —— 112" 1 —nn �rr r rr SCALE �• } N •i CALE /� ra7: I ELC 95.0242,7-9bc/072895 -- - 1 /! _1 --Q A ,4 � 150129 NONE e w If this notice appear. clearer Ih:m the docuriten(, (lie document is of n)arRinnl CD „� ,�4�1Il1illj1 111 r fjfjl!l�Ilfjl !lillli1lllll � !�lIII!(Illjl ij�jili��i��� 1��i�1��tlj�► �1��-- .-. ���jl1�I�I� Iilf Ir It 11 INpN iiaip[w eN r 30 X IIIIIII Illlllryi(llllffll 11 W 1111111 IIIIIIIII Ilillllil IIIIIIIIIIillllllllllllllUA gHlllllllllllllllllllllNllllUllh!!IlIIlIAI!lIIIIIlNIIIIIIIII►I 11111f fNl�lilf fH It G 1. I f r t i i REVISIONS S I /8\ 08-23-94 09-02-R4 1 OR-14-94 W.P. YAW SWCNBOARD 'MSC W.P. PANEL IWILT t W 36 W BUS sem► MAIN: _._ MTG:t11wICEA C �-- La _ __ __ _. _ 1 �► �i♦A •S •C / 10G1gM + . , / • limp P, WF wt.. . 1� 120/20&V-30-4W-1200A `ate I •OOHS • 7 B• �^. 200AF IS. . . . . . . . . . . . `\� •�°�:\` �� ~`�\`�` PART Cw CONTRACT . . . . . . . . . . . � I PANEL r All RELAYS ANo �[rnELECTRICAL BY SrrELECTRICALI I -- 1 ••'�•. , �� `►. �\ OONIRA[ TTOn I I . . . . . I i /� -_- \♦ 1 �', / j*• \` ��*�w\�`�. W SWffCH FOR PYLON SI P. U -Box DISC. , IN DIAGRA _ . . . . . LINE UI G _ 1 I • I -- ; — --fy�1 / / i �.-� nA HH SIGN V.L � yALE; N.T.S. V At I*= wr Mu/ u4�/M� qw LSIM --------- - ` WTAI AMP!!wIr18AwBW IM- - - ! e , ooNtwou� POLE n NY A �o Ir ao�n • VAN 00111100111011 1 • �-` t 1- - I ` / -�., ~•-�.., � OONTROIJ.FI) BY A P4g10CPHOTOCELL ! 7CLACK. / •� / f '1`\ �~��` _ ,r 'g Q2 SIVE AS HIM 0 MR W A 3 PDL[ MMY CWACM Q3 sA E As wm (D 9UT wl m A 3 PW MAY OOIRAC M W.P. J-Box FOR IRRIG. CONTROU `��'~ — �-''/� 1 bb C3 a 6 19 _ _ � 1 / ° I 3 / +_ ,4 i I ! / 1 3 •• 3.54 -= i I 3 ,�/ I,10 i � r f 3 PL-1,3.6.2.4,6 PL- —y • _�� , 3 c C _0 2 / LUNO LUMINAIRE FURNISHED. INSTALLED Av ° WIRED BY ELECTRICAL CONTRACTOR. IDL ° I - —� -^T NUMBER PER POLE As INDICATED ON J � � PLAN. O 1 / STEEL PRE NTH FACTORY \ I FINISH TO MATCH LUMINAFf I (BRONZE}. 4' BY G* GASXETFD yI RANO MOLE. -- FURM3H AM INSTALL H-L/R[ BALLAST WSE3 IN BUSSMAHN TRIM' MKATIEIIPROOF P . jl[ AO TM /(TK �- - --. ---- --... -------- -- _ -- -- ------- — \\\ O�1 E'CONNECT CONOR TRACTOR TO- FUSES SIZE AS IIE(AJfAED rA GROUND WRE POLE BASE TO 4-40 X I" ANCHOR BOLTS. 1' BY 45' CIHAI/FE F?II$H GRADL bb Wit- BROUN Y F AMEIER � r I I I I I 1 I - ??R CENTER L TIES i ON aNTEx. I I l u l u BAR! �*I.A1w MIfK. BOTM ENOs)An.IcLD CoNNEcnoN a IV COPPER WELD g 3. I TIONI F(1►�10 I �3{S CO CARLON PLASTIC L�o►HDLaT. SPECIFIC NOTES: (PILL WIRING U _THWN C ) � Z O 1Q , 1/YC-4/4 t►H1: Cu L_� _ GALVANIZED STEEL TO CARLON N nwnrowol rao wo/w su.ow arm FM WROM An O 1'C-2/6 + GND. 2'-0' DIA ,ALVANIZED CONDUIT 'Ell'. Atmm n POW"0(4~. O 1 1/4-C-3/6 + GND. AL1 CONCRETE VOW AN()--_jCONCRETE ��uasa>wouo � nonceREIfw.d 4MOR' ALL K BY BASE VIER TI CAL 0 1 1/4"C-4,6 + GND. GENERAL CONTRACTOR. RE1F1F BARS. Quer rmomm on PCMM^amom RAS QS 1 1/4-C-5/6 + GND. amm "I"M040K rmom 2u pepmw IIIY1 © i 1/2-C-6#6 ♦ GND. m am Q 1 1/2'C-7/6 + GND. KIPARNG LOT LTG STANDARD W/CONCRETE BASE o N UP.TTQvV01- .s. MAT U o.Txrwc ® 1 1/I^C-6/6 + GND. na coma Txr MIM n,l.aT 0 W.P. 20A-3P-25W-DISC-SW CONNECT TO PYLON SIGN AS REQ`D 0..0 ���u�r��� © W.P. J-90X CONNECT TO LANDSCAPE srrn rau No>w oa..uTnt.TSL CONTROLLER AS REO'D V.L SAM M Mow Exam MIM w .LLkk F" ----.. 'A7�_ jOB NO. - DLOTTED -� SITE ELECTRICAL PLAN. pfi14._�_--- --� SCALF—Ir =6O'-0' K-- -- -- - SHEET TITLE: L P A ,NEE'09001111100111 ammod mem" castNO. t n o ttotmt �AtR Aa tu[ # ,au„t ».�., SE-1 PuR:NIr.Hwy,15532 Bldg.C ---•--�- ELC 9R.-%42,I-RBCW2895 16ofV 11 this notice appears Ovarer Mau (Ile document, (110 document is of n111-ginal w }� 30 X CDj ljijll�j{jIj �¢{►'1i # . •. :.: {11 :i 11j1j11111j1jt 1j111j1 till (�I�{j{11II,1.�.: AIIjI111 tilljt I(IME � ti{tn tm!nll ttll!Int{nnl�l��Ilnllllnlnllllln Illllnnlm;hlllhlrinlllnnllllllnnlmm�nlnlllnnitn Itnlii~tt nl�miYiNOW, A Art E M s- � • ..r a ^'i rr. Fl�IllillOfi�{ �. 13 i.8-23' q4 C .-;q-02-va D ;Oq-14-ci4 ' LEGE�IQ — P "' (2)4 C.O. PRIMARY CONCRETE ENCASED •, PGE PULL BOX SIZE AS rr,. rCE CG R'EWIREMETIIS. GTE PULL. BOX, SIZE AS SHOWN mu PER TELE, CO. REQUIREMENTS. GTE MANHOLE PER TELE. CO. REQUIREMENTS T-- TELEPHONE CONDUITS, SIZE AS SHOWN AND PER. TELE. CO. REQUIREMENTS INDICATES SITE NDUfT STUB, WITHIN 5'-d FROMBUILDING LINE. SM. CONTRACTOR TO CAP & DARK. POLE SOURCE �"h `��`�••�, ^�--� �� 1 r \ I i ( ; ( 1 '"-•.,;`� ,'1``` VERIFY LACAT}ON PICK-UP A EXTEND SITE STUBS MR TELEPHONE -..�; MANHOLF, INSIDE WALL( t_ i ' ' - i I; VERIFY LOCATION (2)4•C.O. i (2)4- SOBA '20,'2OBV- L ; (��IJFO�R UT PRI 0—(2)C.0. tLIItE �'L BQX I i — PULS _ 1 TRANSFORMER PAD OR/SUB BOX WITH BEkRIER POSTS PER. POWER CO. REQS. �- �' 3 + = 1 1 I uS 1 Pr (2)4'C.0. 1 t 1 ( 1 n (2)'r C. - �� l , d a 11x(2)4 C.O. 1 1 1 O C.O. . 4V 200A 20\208V 30-4w t , IL 1 1 — I (3)4 C.O. PCE AULL BOX ° j 1 TRANSFORMER PAD DR/SLAB BO / 1 P ( t WITH BARRIER POSTS ER. _ r-,_—__ . _._. �� I ' A 1 1 CO. REQUIREMENTS. V-J i f C 1 W.P. PARI 'NIG LOT PML 'FL' (4)4 C O. - i ! \ %R POLE SOURCE c I , 300A 1 I I 0. 277/4WV-30-4W � /4/ `--i�--- -flaw----.,per..--- ....-- ---- ----r• LI - - w � z `= O U Ia O O w CC �a�y» < 0 cC (,, T_ ELEC. - PORTLAND GENERAL EIECTRIC ISSUED FOR ICT"* 14855 SW OLD SHORLS FERRY R0. BEO'VENRTAR, OR 97007 (503)590-1241 ATTN: BRAIN MOORE JOIR NO. TELE. CTE. NORTHEAST a_br. T'L�t TE: DA 10450 SW. NIMBUS (503)643-0123 T DA TKmD, OR. imm (5033643-0977 1114, 4 1"5 ATTN LJU'vRY WHLEL.ER PLOT 9CAl +,•,6 DRAYIN By L P A - SHEET TITLE SNIIMIM► a'""M "w 51TE ELECTR'r AL, ptb vw-AS�t SKEET NO, SE-2 SITEL UTILITY PLAN PaefficHwy,15532 Bldg. -- -- 1 — u1110.. �-- -,i,--- � SCALE- =b0 ELC 95'0242,7 86C/072895 17 of 29 h If This nolic� apluars c•Irtrcr Ih:uT the 1 docunlenl, the 1locumenl is of mar, inal Hill#�. # 1!t! t�t',�I!�!I�i! 11!I!I!�!Itl� if1111IT1,(i !1!1!111!1!1! 1111111�111130 X ! I!1!I!�►Ik l���I!Ii I` ling Iit►Itr it�lit '~:: .ftti ttultrn mihm!nnlmllllnlun mlllnl nnhmhmlun n!Il+lil!nnlnni!minn!imlllli!nnhu tml��il�i�itnIfll c a , � !Y'J—. .—.::�..IY'—v' '1-4:A�- -...._ ..n.va:.i .. '�M�•.e1�•.sa.yfl- � .::_ u.u.,v' ..... "'IN�I.i.,���.1{L'r'Y01"Jltif-YLI:i:.iYYYiG�•Ll._v.-n4.a. aJlW�rr u,1.- ,. ....-.-...i..tle. -mi.. -;:.issel..... iV i REVISIONS r � NOTES: LIGHTING FIXTURE SCHEDULE _- MVAC SCHEDULE; - SPECIFIC NATES MOUNTING LAMPS i — SYMBOL SCHEDULE yyllp - --- -- I 1. ELECTRICAL CONTRACTOR SHALL VERIFY T R S W P G N W T L FEFOLK L COORDINATE WITH HVAC CONTRACTOR RACEWAY CONCEALED IN WALL OR CEILING. Y E U A E R U A Y 0 UNITS t ATW u IT c LOCATIONS OF UNIT ;VOLTAGE, PHASi~ ' RACEWAY P C R L N 0 M T P A MANUFAC- AMPS L MA#(E INSTALLATIONS lD V.P J-BOX L DISC. SWITCH FOR SIGN. VERIFY EXACT LOCATION PRIOR TO INSTALLATION. -- RACEWAY CONCEALED IN FLOOR UNDERGROUND OR UNDERFLOOR E S A ANE T E D TURER CATALOG NO. REMARKS C 25 - --� ACCORDINGLY. - e 30/2P 3/o,,. Z Q FLUSH CEILING MOUNTED RECEPTACLE FUR SHOW WINDOW LIGHTING. I S C N D R G i 30, TW U- � 2. ALL DISC. SWITCHES L FUSES SHALL BE - RACEWAY W17H Two (2) NO 12 TW CONDUCTORS. E E T E I �W_' SIZED TO MATCH MANUFACTURERS, U J-BOX L +lc'. C13NrECT TO 2230 V-120V WATER HEATER AS REQUIRED, H04ERUN TO PANEL "X CTRL-LNTS 1 AND 3 PI0 OF FIASHh1ARKS INDICATES N0. OF /12 TW COPPER. .� V.A. -- �3p�3P 23Z•C_3/d NAMEPLATE DATA. O4 3/4'C.U. INTO A(,CESSIBLE CEILING SPACE, ��T� IN ��u►Y SIZE of CONDUIT AS REWIRED BY COOS. ---4-- J- .. r... - -- - -- - 1 O' 35 RS 160 METALUX GC-44OA-120 LE3-NW TW �U '1 -._ r__ 4-- -- -- - �. _ —, __r�� -- r - - - 3, is T 1RING L DEVICES SHALL 1 C.[I. TO MAIN TELEPHONE TERMINAL 'NTT'. �'��Q 1 60 MARCO 1b4_6 �.r_• At l ON ROL W I I-'�-- CONDUIT SC�1l INSTALL ON ALL (.'ONOUITS E.NIERMIG OR IfANNG REFRIG. UREAS. . ��_. Y _i_ BE INSTALLED PER HVAC REQUIREMENTS A THREE LIGHTING FIxTURES TrPE "A - ___ ,___ ___-_ _ __— 30/3P ZJ 3/4•C-3X18 © +42' WITH GRDl1ND FAULT INTERRUPTER. 3 �0 1 fd10 _R4_O 1_b_0 HALE; H_77_40T-4i500A OUTDOOR 3 30 FOR A COMPLETE AND OPERABLE' O SEE FUciuRE SCHEDULE. - CLI SYSTEK 7 A/C UNIT ON ROOF, V.L-. 14"E HVAC SCHEDULE FOR SIZE OF DISC. SNITCHES, FUSES AND FEEDERS. r---- ----- -� _, „4 O t 1 100 YH 120 HALO M_7600T-74_0-44 000 _ OU1000R d 5 O 2. 60 $ 16_0 ME:TALUX Ste'9b-120 LE3 —1C 30/ 30 3/ - I 4, ALL DISC. SNITCHES ON ROOF SHALL O T-STAT. V.L. (� INCANDESCENT OR MERCURY FIXTURE AND OUTLET. ' -~ y_-- -� -- 40 BE WP, WITH BUSS FRN-R FUSES, C� FLUORESCENT FIXTURE AND OUTLET. 7 0, 2 � RS a0 i11ETALUX _SBZ40_-120_LE_3 - � -----� - �- �- --- - 1 ® A/C TIMER CLOCK LOCATE SURFACE MOUNTED ABOVE PANEL. ® D(R ,1iT FIXTURE AND OUTLET. PROVIDE ARROWS AS REQUIRED. e~ O t� 1 60 SL X'10 METALUX SMUG-120 LE3 ---- _ ---'� �60�3P 35 1•C-3� I 5. ALL FEEDERS TO BE COPPER. - - - - _,_—_ __ 4 I 0 1/2'C.-2414 FROM T-STAT TO TIME CLOCK. v 0 LIGHT FIXTURE CONNECTED TO THE E)AERGENCY S`YSTE)Mt AND/OR NICHT LIGHT. -------- 1 3S R3 40 METALUX 5=140-120 LE3 _>�_4'� _-__ B. 0 1 _ .� .___+ ---- ---- } ----- - - - --- �' lO 3/4'C.-7#14 FROM T-STAT Tn A/C UNIT. 5 SPST 'TOGGLE SWITCH AT +4jf UNLESS NOTED. 60 t.EVITON 6 74 1 e60 40 loc- I 52 DPST TOGGLE SWIT H AT +40' UNLESS NOTED. "Ir INDICATES "PILOT LIGHT' _� s / 50 2 V.P. RECEPTACLE ON ROOF NEXT TO A/C UNIT. 3 11 1 100 HPS13U 91EBEIt AMPW 100-IZOV 00---�---- . 6'+t2'-0" T1II�CU S 3-WAY TOGGLE SWITCH AT +4N'r UNLESS NOTED. 'K" IN I AM "KEY WTCW O $• 4-*AY TOGGLE SWITCH AT +4e UNLESS NOTED. 'If INDILATES "DIMMER" 11 O � 2 75~SL 200 METALUX 552176-120 OL -� AC 60 1 . � VERIFY EXACT LOCATION, NUMBER AND SIZE of SITE POWER STUBS AND EXTEND TO BLDG. SWITCBRD. - � --4---- _— 100/3P 1- / C-3/4 Q O 2 45 R3 .100 METALUX - SS240-120 OL - 70 f` toc(:LE swncH r oTOR CONTROLLER WITH O.L. PROTECTION. T - --- �4 VERIFY EXACT LOCATION, NUMBER AND SIZE OF SITE TEL. STUBS AND EXTEND TO BLDG. TEL TERMINAL. �_ • SUBSCRIPT LETTERS INDICATE CONTROLLED CIRCUITS. 4 3s RS 16.0 METALUX ZOC440A-120 LtJ EL4-moi_ w SATTLRY AC 7) /0 1- 1/j •C-3� O 48'Vx72'HX12'D W.P. TEL !ERM. WITH 3:4' PLYWOOD BKBD. n -- ►00/3P ABBREVIATIONS t'1 CIRCUIT BREAKERS. •�' 11 SWITCH AND FUSES IN SWRCHBOARD. i4 O �2 20 T6 40 SURE-UTE3 �CW1p0(i.-1Z0 - W BATTERY 10 2THWCU DUPLEX RECEPTACLE L 3/4'C.-- 1#6 CU TO GROUND. . . -•-- r-- --- - ------ �----- -- -_ - - 1 S .O t� y PERMl[)( — P-160Q SELF POVAM EXIT K5_0 __ __- , O ® METER SOCKET AS PER POWER CO. REQUIREMENTS. • 6 3/4' PLYWOOD BACKBOARD X4'X8' WITH DUPLEX RECEPTACLE AND 3/4'C-106 CU TO GROUND. fi �_ _ -'-�— 121'- 1 C-3� W.P. WEh THtJtPROOF �'� METER SOCKET AND CURRENT TRANSFORMER PER POWER CO. REQUIREMENTS. -T --- _ --_ - 15 3P 1 O WCU V.L. �E WY LOCATION IN THE FIELD. / ELECTRICAL. CONTRACTOR TO INSTALL L WIRE DUCT SMOKE DETECTOR AS DIRECTED BY MECHANICAL N.L NIGHT LIGHT. CONTRACTOR, .g WALL MOUNTED SINGLE RECEPTACLE +12^ UNLESS NOTED. } S.C.O. CONDUIT ONLY WITH PULL ROPE / 2 C-3# F.B.O. FURNISHED BY OTHERINSTALLZf% .WO WNL MOUNTED DUPLEX CONVENIENCE OUR-ET AT X11' UNLESS NOTED. _ 3/0 TN WCU CONNECTED BY EIECTR(CAL CONTRACTORS NOT IN THIS SECTION. O REFER TO HVAC SCHEDULE FOR FEEDER L CISCONNECT SIZE, Q FLUSH MOUNTED FLOOR RECEPTACLE. I f � �- � —� N.T.S. NOT TO SCALE. CU CaPPfA CO 15 SPECIAL OUTLET AS CALLED ON PLANS. r AL ALUANF1lIM CONDUCTOR. OR. i -----'-"" G.F.I. GROUND FAULT INTERRUPTER.NATE, U.G. UNDERGROUND. � © FLUSH ED A(xORtKNG TO CODE. USM(x1NTED s PDX GROUND CONDUCTOR O.H. OVERHEAD. J SHALL COMPLY W/ +46• INDICATES MOUNTING H113fMHT FROM FLOOR is N.E.C. 250 A LOCAL CODES. TO CENTER LINE OF WAM. I DUPLEX RECEPTACE WITH ISOLATED GROUND HUBBELL 10'5262 AT +12• UNL SS NOTED. --- ,---- T.C. OUTIET TprE CLOP( CONTRI.L.--n. H WALL TELEPHONE OUTLET +17 UNLESS NOTED. b WALL MOUNTED INTERCOM OUTI.LT +t Y UNLESS NMD. IT 0 FLUSH MOUNTED FLOOR TELEPHONE OUTLET. ® FLUSH MOUNTED FLOOR INTERCOM OUTLET. CLOCK OUTLET AND CLOCK. STANDARD ?x4 OIeF rlxTutlLx •to AVG V111G Tr1ERMOSTAT OUTLET +4'-lT UNLESS NOTED. F GROUND CONDUCTOR (S) TO �\ TO PEYJ A1EIR STURCTURE WATER PIPES, GAS PIPES MOTOR OUTLET AND MOTOR CONNECrON. �Ot TO PUMANDlY 11IRWUIW METAL STRUCTURE. FMN OUTIET AND FAN -- TRADEWIND /1560 11141.E5S NOTED. 1C GROUND CONDUCTOR TO FLY FAN PATTON /VAC-14 WITH FLANGE KIT AT 12• ABOVE DOOR. _ SERMCE EQUIPMENT. *1 At10 AIR CURTAIN - CURTAIN AIR M 3766E 1I� GROUND CONDUCTOR TO r ® >t � CLEAN POWER PANEL CONTROL 'f1TANSFOR11ETt - 54-6 AS NOTED. --GROUND tXANPS. Q +- OR-+- FLOOR UNE — — OD BELL EDWARDS 340-6415 24V d BUZZER. EDWARDS 340-A G5 24V AT +b'-d UNLESS NOTED. ACH 20'-0• LONC- 1 ® ROW SWITCH CONNECTION. OUNOATION ♦ �+ N�1N FUSED DISCONNECT SWITCH - SIZE AS NOTED. N�T E S� * * �. • • , . ! ® sWITCHBaARO. ♦ , ONCRETE FOOTING PANELBOARD. 1. ALL INDOOR FLUORESCENT FIXI URES SHALL HAVE ENERGY SAVING BALLASTS AND LAMPS, TV -- '- --- - -- - ..�TELEPHONE TERMINAL CABINET OR BACKBOARD - SIZE AS NOTED. UNLESS OTHERWISE NOTED. ,1, A Iwc a• r Y"40% 11m T. MR ♦' ♦ ♦ ♦ ;: . ; F{f] 1J11fT SWITCH: SQUARE 0 WITH ADJUSTABLE ARM 15 AMP 125 VOLT. M# - ♦� 2. ALL OUTDOOR FLUORESCENT FIXTURES F' INDOOR FIXTURES LOCATED IN REFRIGERATED RI !< ♦ _ COMBO.mih MRTiy � SWITCH AREAS SHALL NAVE DF BALLASTS. DALABEL AND STANDARD LAMAS, BALLASTS, AND 2"MIN 2'MIN APPROVED FOR VET LOCATION. -- =1 STARTER. SIZE AS NOTED 3. ALL CIRCUIT BREAKERS USED AS SWITCHING DEVICES V ALL BE LABELES 'SWD' TYPE PER NEC FIXTURE SUPPORT DETAIL SUSPENDED CEILING 240-83(D). 4. COORDINATE LOCATION OF ALL LIGHT'NG FIXTURES WITH ARCHTECTURAL REFLECTED CEILING SECURE EACH LIGHT FIXTURE INDEPENDENTLY PLANS, OF CEILING GRID WITH 1410 AVG STEEL 5. CONTRACTORS SHALL BE RESPONSIBLE FOR ORDERING PROPER TYPE OF TRIM OF RECESSED VIRE AT TWO CORNERS DIAGONALLY ACROSS FROM ONE ANOTHER FIXTl1RE ^ UFER GROUND FIXTURES TO FIT TYPE OF CEILING BEING INSTALLED. SUPPORT DETAIL DWG.' � * +. 6. NOT ALL OF THE FIXTURES INDICATED IN THE SCHEDULE MAY BE USED REFER TO PLANS FOR FASTWft AIW-AMO 0 12 W"n 111 (jjF'ER FIXTURE TYPES AND LOCATIONS. -..X.. STATEMENT OF DESIGN COMPLIANCE M THE CALIFORNIA ENERGY CONSERVATION STANDARDS FOR NOW RESIDENTIAL BUILDINGS HAS BEEN REVIEWED AND THE BUILDINGS DESCRIBED ON THIS DRAWING IS IN SUBSTANTIAL CONFORMANCE. / /y ENGINEER ENGR, REG. N0, DATE V� U W.P. U.C. PULL. SECTION W.P. U.C. PULL SINGLE LINE DIAGRAM NOTES SECTION W.P. MAIN SWITCHBOARD •MSA" W.P. MAIN SWITCHBOARD "MSC' �-- ---T— --__---__ _ _ —___ --- ----- ------- --� �— -- ------------------------------------ — — —T— -� 160OA-120 208V-3t1-4W i I 1200A-120/208V-3m-4W — — _ — _—— CONDUITS TO POWER CO, TRANSFORMER-VERIFY SIZE AND I I NUMBER WITH SITE CONTRA( :OR. I I I I ! W VC-1#3/0 TO 'UFER' GROUNI AND COLD WATER 18COAS 120OAS GROUND PER N.E.C. � I 1600AF I I ( 12oaAF ��WIT(.l4P0ARD SHALL BF BRACED TO J CLASS •L' ( ( I CLASS "L' WITHSTAND 75,000A OF A.I.C. I ( S8 S2 S2 S2 53 S3 S1 I I ! S3 52 (S2 S2 S3 S2 S2 Q o o _ o I ©° ALL SWITCHES SHALL BE 3 POLES- I .-___.� ______ _ -__ ,-— -- -- -- --- - --J ! I -J 250V FUSIBLE PULL HJT WITH L_ _1 _�— �_— ` — 1 f--------- -"---- ---- ---- - -- -- -- —- —_ _ — —� PROVISjON S OF CLASS 'T' FUSES (INl_ESS f^ NOTED. TO POWER CO. 70 POWER C0- I Ii TRANSFORMER TRANSFORMER ALL PULLOUT BASES AND METER SOCKETS SEE SITE_ PLAN N rT ,n (0 t` SEE SITE PLAN N ,� u) I n SHALL BE CAPABLE OF HANDLING 200A I I I t U SWITCHES AND 200A FUSES, V V) ! I Z 7Y ! ! IV ALL rUSES SHALL BE PUSS 'JJN', _ a- a T TYrE UNLESS NOTED, P ! ! w Ld SWITCH SCHEDULE _FEEDER-SCHEDULE k -� c Cr A2 A31 El A4 A5 PA C1 C2 C3 C4 C5 HP I [PLj���' Q NAME SWI1f_HFU':ES NAME SITE � V)l sl loon loos F1 Z- 1 •C-401 TVCU MAIN DISTR. BORAD --- - - - 60OA-120/208V-3PH-4W _ S2 POnA 200A F2 2- 1/2 'C-403/0 THWCU I 3 Ur -- - -1 I I to �-- S3 400A 400A F3 Me-I 'C-4113/0 THVCUI I I 200AS 200AS 100AS 100AS BOAS BOAS 200AF 200AF 70AF 70AF 50/1F .OAF PART OF SPIE S4 200A �200A F4 2-1/2 •C,O, I 3P 3P 3P 3P JP P I ELECT. CONTRACTOR. DATE, SS 400A 400A FS 40C.O. �...-_ _._.� _--- -- -- — -- ---I BLDG. " C"SINGLE LINE DIAGRAM JOB NUMBER, S6 600A 600A F6 THVCU/2'C-4#350 MCM- BLDG. "A" SINGLE LINE DIAGRAM N.T.S. 3 3 C) �.� PLOT DATE, (8) 4'C-40600 MCM 3 3 N.T.$. S7 BOQA 800A F 7 tHVCU _ PLOT SCALEI r S8 600A 600A F8 (2)4'C.0, ! N CNI c� ;!8' TW i ,AVN BY, 800A 800A (P)4'C I SHEET TITLE, S9 (9)41C.0. � N v � U ,d LJ � �, � I N I fV g (n (n VI to (n ' N L) L P A • SHEET NO. C14n n .- a .- a .- r- j� AIL AI P n,h r+M-++it>l E - 1 � � I Pacific Hwy, 15532 Bldg.C - L ELC 95-0242,7-08Cl072895 18o129 If this notice appears clearer th:m the documcn(, the document is of mrrginal gna':ly. L Lllll(Ifi II � 1�1�l�I�! !(ilill�illll i fjllllljijf(I IllJill 1lllli IIIIIIIIlllll . Illllll�lll(� 111 CDI' 111 �r �►� - _ rlml Inilnn Ilnlnnlmilu!IIInIIIIn Imhmilmllllllnllhlllhl111nnlnnln1111nIlIlnllminnmlllna I�gI�hl nullru XIII Iht� 4 0 X AMA . . _ .. . . ..:., .,_... ..ebuLil' , ,. ... . la�w..:1 i...y.,l�S_,;:ual; ...��-�35'1.LitiW-'' .. .. ... —_ ._Y,dlWux .la�•�_ 4C�le.. I I f 1 I • 1 I I C 1 I � ._•_ __. � I�EVItl101vi� (1 I 1 � I I i I -j O -Q - _ - i Y I _411111 01 40 I HPC-10,12,14 3/4-C.-4#10 W.P. J-80X & DISC. SWITCH FOR SIGN 1W. I I EDGE OF CANO 10 EDGE OF CANOPY- 14 ANOPY 14 -L 12 13 1 11 i TYP 14 TYP OB OB ® BTL. ® en.tragi, 1 19 I� 3 - I ! t I — s 3 - - 21 I (� --- � I 13 3 I 19 3 1 I 3 1 21 ; 1 3 I SHOP - C2 SHOP - C31 opSHOP - C5 HPC-9,11.13 3 19 — A35 L U U _ 32t -- U1 Q T°SCOL' - 1 Ts.q;L. U DEMISING WALL TYP. i 3 ; DEMISING WALL TYP. k i - - I CD � t -c4-2 4)3 21 �- TY 2 v ' - 3 - 19 1 li 13 5 ® _--- - C4_5I 2 4 i f 3 2t I C1-2 I NPC-2'4 1� r — - --- —--- --- --- - i. . .- -- - ------- --- _ 10 ,�- W 10 Typ O 4 O C4-1,3 2 C1-19,21 I UL C1-1,3 m azo Lr-re wUj WO 0 101 40 1 4G -O bb -O i N 2 34 5 6 �7� DATE=0Oy")� PLOTTED= PLOT eGALF, nor . DRAIN IsY, S . �. -- _ EECTE EG�Ii_!�Ks BUILDING G LIGHTING PLAN L P A p'AN SCAP.1.'1' W-W twxaw►���s s t NO. 26 E - 4 II Pacific Hwy,15592 Bldg,C FLC 95-0242,7.66C/072695 !9 of 29 h If this notice appears clearer Ih:m the docu►nem. file document is of niargin;a yw1,;y. il�l!�II�I�i �tF��a��a�t� }�!�� 'U+���� ►itl��l�t��i�l���i�lt i T���Ili�l�r�! I�I�i�i�i�I;i ► IIII►I�lil�l� �i�l�l��►I�li t�t��li�t�i:li _ - �f����11�!� a —tf `—A--- `--� s IIIn!}t�II�Ii t�1t�i �Ntl ttttltn!It!!It!ni!Inl!n!I!nlll!nl!in!I!I!nnh!nNnihnil!Inlnnlunlmm�nlnminllnllmnll!I!►ttt��it t!t�i!ttt! h Olt r a _ r+ "71 TIRWIWIV911IM-, �,.,'n}"i'?'�fi.'�� f3y�::.:; 4'^K_"'!'7M".?.�l.ti�TNYd,•'.,.r n:.-_,... .-�.,....aE�.#..rve..;.-. .. PEVISIONS G' 1 ?9 I r + { a 34'-5 3/e" FOR SHOP 'Cr _ TYPICAL SPACING � REQUIREMENTS TMRME FAH - IFY I ------ - - -- _ ------- C1-10,12 1 _-_ C2-10,12 C3-10,123- C 10,12 1 \ I I 0 12 0 12 II - 0 12 4 JXA SP-3PW.P. DISC. SWITCH 4 4 50-1b,12 6 4 Mi M 20A FRN-R FUSES Ar 4 I 4 'TYPE ',l STARTER (TYP. 4 I ® ,2 C,�-18,18,20 I TYP I ZRA Fov,� 4 d C3-13,15,17 NP I D 8 6 1 b TYP g g 1' OB 2-13,15,17 C5-13,15,17 OB eC5-16,18,20 a� 1 N SHOP C 1 4 SHOP C2 HO 3 -- H 4 SHOP - C5 20 •*�' ---- - I F,F•.ELEV. 212,60 4 F,F,ECFV, 212,60 4 - _----- _.--- ELEV 212,60 4 F.ELEV. 12, 4 4 F,F,ELEV, 212.60 ( — F IN. PAD, FIN. PAD, FI PAD IN. PAD. FIN. PAD. CD SHOP AREA: 3,100 S.F SHOP AREA1 2,800 S.F. SH P AR .At 1,600 S `4.. ❑P AREA, 0 S.F g SHOP AREA, 3,507,5 S.F. e i C4-7,9,11 8 — �/ 6 r 4 1-7,9,11 I 2-7,9,11 4) 7r5-7,9,11 TIME CLOG _ a ,1 .. 5-4,6 1 . ec PUMP 3/4'C-5#10 J 4 SWITCH g© 5 4 4 4� d 6 k OC I s C3-4.6 W.P. MAIN TELE. "MTTC r000, 9 C4-1 5-8 W.P. MAIN SWBD. 'SWBDr 3/4'c-2/8 PWL •C ' W 4 I f 8 p-1-- g - - -- OD PNL "C2" 1 NL ' PN 'C4 CS-14 W.P. HOUSE PNL 'HPC A-6 -- 3/4'C-2/8 6 fi 4 g C2-8 A- PARKING LOT PNL HPC-8 _ — 3/4'C-2/8 33-14 h'C 2 8 C4-8 C4-4,6 r 3 C2-4,0 - - ---- ---- Ly PNL "Cl* O i- J C1-8 \-� U C1-14 0Q„ Z 3/4•C-2/8 0 CI-416 --- LLL.I L LI Z W W O U C] -- - y 30' 7" _0 V) F- ------ — --- DATEr (2) 3 C4) JI3 M- PLOT DATE B NUMB J / ,� = PLOT SCALE, DRAWN BY, FOR SPECIFIC NOTES, A/C SCHEDULE, FEEDER SCHEGJLE, n G r A/C FUSE, Ac DISC. SWITCH TITLE, REFER TO SHEET E-1. LDCR ;'LAN w BUILDING L P A SHEET MI atu_ C POWER soSCALE: 1/e"-i�-0" alp 7sii-NQS Pacific Hwy,15532 Bldg.C ---- — -_--___- _ E - 5_ ELC 95-0242,7 88C/072895 20029 If this police ;1I)p ;11 : ck'arrc IhvO the flocumenl, the docunuvit i.5 of nlarl'inal0 X , filllllli IIiIitNl ilirliF' Itlhi NlFlli Illllllll IIIIIIIIi I+IIIIINIIIIIIIIIII+"Il�llii pNiilNllIiIillldiillliilIIIlIIiNIIIIiIiliii!IiIIIIIIIlINIIINIr if1111Pfi Iirl�ltli iry �tlr f .'i .. -nat.,a:.._: ,-;.,.. '�YViiw"w.....�..._,�....,._.:W,.......;: •,.. iipliir'ihS�iU—Ona,�sY,a.,;.,r:�wv:.:,,�wv.nwrwW...�i�i,�:.a�iYM �, z REVISIONS • -- •- ---- �-- T---- • -- --- --r --- ---- --,— -- -r---- -T— --------T-- PANEL -- VOLT. 12o/2oe 3. 4w BUS: i oor► --__ _--- MAIN: PANEL VOLT: i zo/toe _30 4w BUS: 4oa--- -- MAIN: PANEL. VOLT: 30 4W " � -- •----- ---- BUS: 225A _ MAIN: - - - ---- --- -- . BUS. 225A MAIN:N: PANEL VOLTS 120/208 3. 4w H P _ _ Lo. C 1 M TG:SURFACE AIC: 10.000 1 L0. "C2" M TG:SURFACE AIC: 10.000 Lo. CS, _ M TG:SURFACE r AI C: 10.000 LO. M TG:SURFACE_ AIC: _ _ _ L---__- . _- - � --- ' l LQCI1im -- _UMTM 10 M�,N{�i •ASO 3�• C� e� wIsreoclrc �ocATaN- - I�ocAnoN - -:Lmxoawa 1 •A • e • c # - ^ -- --- ---- w M°" - ----- .^_ -r-,- MOt 00 MISNIO G LOCATION LOCATION �TII IIXC • A • e • C �M�M NECEdo LOCA110N Lt'lCA11ON L.T� MN Nat � • A • 0 • C � Mat � . �'!►. � -X--T---- ,.-- --x.04- .___--_-� -- T--,_ _ _ � ._.-_ --- ---+- �. 7D ,laEf LT t FAM , SME'' I'S• 10: I 1 1MM.� ', ,� LT • 10jq : _ ": 1 d 'x -- . , 4A• . �d ! -; r 4r • �!- , ML�i �?�•-. . 1d T 1 -1 7_ 1 x x xg/r : 1 ix x ! 1 x x x 10m �i x X 1100 -- % ,- , '.x ) 3 . _100 -t----_--__ _ x 3 . 1000 4. d 'X x _ 1 i -- 1 _ 4, x x -- - r�- ------ -- 1 ( -,� 11210 1 -- 1 x x 1 I -,- - - �_1�0_ 4 d ' e 0 --�-- - - - -- d - -- - - - - - x - - -. -x - I _--- '� x ON II00/ X000 r - x ---- -- - - 010 d � --- IBE CLOCK Q 1 00_0 11!IM! • llt 7,.-x _-r lEl, 1E1111 !f. , �. 00 N 7 1 4 M 7 .-- e •4 , , 7 . l , ' _ llOw Me)OM - - - --- - M! e _ 11f M sar - — . . . 0 x _ I , -,T x .-x_ ____- -t--- ----�--� � t� ---• , X --- __ ---- , I -- -- ---����- ---- -oi --� T-- — --- , x • ---__ .e/ __ 1�- - r1 1--- '�. Sla �� v x . 1100 x . • x I 11 � X1000 x fx . i11 �x- , x . i11 I x • + I - _--! x 11 . : -1>� 1= ,x x -- - d _ -_ 11W 12 - x x • ---- -- -- ,---- 1100 t t x _ x - - 1t 'x ------ �p/ - - x - ---- _� uleT oN ltoo► Ia INS 1000 / �'r;1 coo x'10 . x - , , N 1i } 14<. ' _.. t x y X _._ _ I I _ , _ ,14� �--r- x - _ --1 ' x _— Ia. � -- �- 1 1 � , 14 - --- Is' __ x x 1x I000 x x - r1d x is I -1e r �� . Iliv- x r� ,x � x ! L_ x- ti 1 �x I x 1 10 ! x ' t . x . Ix 10 fix _ �- _ _ _ • x 17 __x x x d 17 _� Ir--T+x x 17 1000 x . x 17 j x - x x x ; s �_ 1t __ S 1d .+ x .-- x - _ -_ x - x -- x - -- x- x ------ x-- --_ _ x x _ - --- - x to 10 -� x u� x I .x 1e No j x } x _ I X !r' 'x i _x I it x _ x 1p x x-- x xo' ' x -- - x . x i x .-.-. - ><: -- x . L. .�; x - X - i • x . Z1. x._, i f x x x x --- } x x !d X 1t _ I—x — !! I x -- ta, x >v x ,x ±x I ��- x ,x ._} . x , �, - --- x �}--* - ,x x m, x x x >• x - {X -.--- • - - X :-_,-, __1 - X x . x x . x _ x _ x x s x_ ' x x6' x e1 I x t ' x " - x _.'� I x x - _ V. x _ ; x _. ;� x - F�----_�. _ .I_ x --�----.--rt--�---x-__.__ x ------r- ' •- �`Ii- x x I ,x + I ,x Ix n; _� x! ,x , x a� - ,x . - --- ---� • x .—� ._. _ x r ---- X �- + X x x X f-- x x - .- x --• - x -�---�x - x x X �� .x �_ x t x �-`x 301 x 1 x - ---- + i L x e0 x �1. X- - ,x i �1 x ix . JL, x ,x , d1, x . I }x • x x x X i x x x N! x x - ---- x i I x x - u: x — x x - - ------- - - -- -� '` - x x x x x . x -, l ss' _ x_. - - 'x ' _ }�- - I _ L x x+ 1x . x . —� x x ------ x x t I ,x x ---, -- f- x x— x I '�• x_ I x x n x x r-x . x I , x x ae' x t �x I x .� ,x _ x _ x .10 x — x _— -- •-- - x '-x -� x -... x - x .- . --1 x x .'- x 37. x�J -- - - '--- _ _ -T — — —_ +--- x--- ------ X -- -- ----+ x x x 1 x 3@ x f x x '.N x ' x x dd X t x 1 - +��- x-_� _ x/ I 'X_ _ t x j ( Ji - - Z-- I #X +fix . . --� .1 I-x x + I x I I Z 1 x I -i 40 .X x 1 1 x x x _ x ,x x x-- -- - ------ ._.. . _ x .-� ! 41, x .x t � x �1' �XX4 ,x x 41� x ,x 1 x -- 4/ - x 1_- ✓ _ x_ 4Z I x x x _ L ✓ -- x =- -- x - - x CONNECTED VA'. A: x 8• x C: x TOTAL• _ _ _ x VA CONNECTED VA: A: x X C: x TOTAL• _`_x w► CONNECTED VA: A: x 8: x_ C: X TOTAL' _ x A I _CO_NNECTED VA: A: x 8: x C: x TOTAL• x w► CONNECTED VA W CL• A: X 8: x C: x TOTAL w X VA CONNECTED VA W M. X B x C: x TOTAL W x w► CONNECTED VA Wim: A: x W. X C: x TOTAL w X VA CONNECTED VA W : X W. x C:_ x__ AL x V -_Z --T- ---_--�-- _ _ -- tea' - ----�_ _ - � - --- - L�.�• --tea» �_� x Ir► TOTAL AMPS-x RICH•AMPS W CL• x X M'X VA;TOTAL AMPS:x HIGH•AMPS W CL• x Lololt x M TOTAL AMPS.X HIGH•AMPS W x � X M TOTAL AMPS.x HIGH•AbIIPS W/LCL: x � Q CONTROl1ED BY A 4 POLE RELAY CONTACTOR .6 WAY CONTACTOR CONTROLLED BY A PNOTOCEL.L At Q' LOCI( ON DEVIM TME CLOCK lap Q SME AS ABOVE Kff 1t�T1'l A e POLE a AY CONTACTOR 4 N —_-- --- - - ----- - --- Cl) PANEL VOLT: 120/208 30 4W BUS: 228A MAIN: PANEL VOLT: 120/208 30 4w BUS: 225A ' MAIN' "Cr M TG:suRFACE AIC: 10-000 _- L.o. "C2" M TG:SURFACE -J AIC: 10-000 --� Lo. --T Mat MIS REC LTG LOCATION LOCATION LTC REC MIS NM _._8 -- MM MIS. LOCATION LTG REC MIS Blot � � A m B O C � � O A i • B O C � REG LTO LOCATION � d1 n LTS. • - T__m 1 1000 -- 40 - --- _ TOLET LT a FAN SALES Lit , 10 i AD 1 1000 Yl. 10 200 Zco x - - --- 3 � fAx g 0 x• 3 , E1f71R DQI 1sd0 4 x X - 1 4 I x- a I x --- ------------ --�- e' - - ------ 1!0 e* a x x -- -; d 1� 0 I !i I I x -- -- • A/c ON RDOF 10 7; 1000 IBE . oll IIQOF 7 IOpo T---- i i CLOCK -, e x 411100 qm • x `1100 10 _ x x x ------ cn' _ __-- 10 i S 11 1Z , , 11 r----- 1Z 1 1 x / 100 x x 1100 x _ _ _ W J_ j_ - X ` M1ER iflR tMT ON No 1d 14 1x1J _X 40 x1a +� x --�- - -t-x-- - 300xt - - X I td x . , � , ,x � x 1d .1000 S0 ;E101t►SOON x x- - - i x — 1100 to 1 x _ - ------- Ie - X i 17,j x x X - 17 - �000 x tx 'x i x a 1�0o t x • x - t0 __x_ �I I I--Z - . x -• 10 1 y � I f x max. !1, _ x _- ✓� .x x x--r- - x >r n x . . v ' x _ _ _ _ _ x ___ x _ �. ___- __ _ - x__-- , x . x x x x x Q - l�- --- ---i -t 24 � z x x 4x X In x -• x x x - -- - -- 30 T t x M x T x x _ - x - -�- x 1 _ _ --�- 1- X + x 33 3 x X ae, x x x ! : x x x i _ _ 10 _ 41, i X a _ _ _;_ , x j-I N - xv x - K Jt�x . . DATE,_ 6 44r_ x --- -x -_ x_ -L_�-L�x x _,C-. - - CONNECTED VA: A. X 8. X Cs X TOTALS x w► - CONNECTED VA: A: X � � --- X +C: X TOTAL• x VN ��aB NUMBER• TOTAL AMPS: X HILI •AM�CLS XJ � CONNECTED VA W!/LM' A: X 8: x C,•. x __TOTAL X VA PLOT DATE, CONNECTED VA W CL: A: x 8� X_ Co. x T/u, w— X VA I ------L.--_ IJ � ii IAIeB Q (TOTAL AMPS: X HIGH •AMPS WACL• X $ LOCK ON DEVICE __-.-- DRAWN BY. SKEET TITLES L P A " M�--• " SHEET NO. cum"m on ecce semen^ "�. �IIL�OeNA et h1b 71M-e14! M0. K E - 7 I Pacific Hwy.15532 Bldg.C ELC 95.0242,7-86C/072895 21 0129 If This police rippea s clearer Ihnn the document, the document is ol• n1m•�inal !l!I!I!{!!!I t# th1 I�"a�iEa 1411111 !I!I! 1��1!I! iltll i r i l i ! ! I ! ! ! ! !i! ! !I!I!I! !I!I► !II{!1! I{III lllil4l�l{I 1�1t l lI��I illll I I Ilill { IIIA 1,� I I l !I!n!In!ht�s I!nii• i�r NII mann tn!hn!unhnlhu!Ilm!!!!I!In i!!Ih!nmuln!!►!!!Ilnulu!!hn!lnnlln!!nul!nlmninn!mh�i!/!!Ilhm n rilrr ! �. { �- r � :Fn - • t"meq ,,. .r=+ .ii, , .r tY•,yk +,y.�- p ^ ..'' 44 T n 74 . a'R" t.. M..;y�, •;_- �.:f ;,•.�!'- ..,x h �. t4�' + k, � �..} t. `�;`;T'•.s + ((1DJ n* fma N 01 GLNERAL NO-r.� 1 THE CONTRACTOR $HALL DO ALL THE. WORK SHOWN ON THE DRAWINGS AND ►�,� s ALL WC )ENTAL K CONSIDERED NECESSARY TO COMPLETE THE a a • P G PROJECT IN AN ACCEPTABLE MANNER. a 2 SITEWORK CONTRACTOR SHALL. COORDINATE CLOSELY WITH THE BUILDING i z z t CONTRACTOR AND REVIEW ARCHI)ECTURAL PLANS AND MAKE AD=lUSTMENVS TO ASSURE ALL UTILITY SERVICE LOCATIONS ARE COMPATIBLE AND DO NOT CONFLICT' WITH STRUCTURAL. MEMBERS, INCLUDING FOUNOA17ONS iO n a�w °1 3 CONTRACTOR SHALL REVIEW THE GEOTECHNICAL. INVESTIGATION, FOR THIS PROJECT AND COMPLY WITH THE REPORTS RECOMENDATIONS �', AL ,4 CONTRACTOR SHALL EXPOSEVERIFY, � CONNECT AND/OR MATCH EXISTING S�1 UTILITIES AND IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF THESE PLANS AND SPECIFICATIONS, TO PROVIDE COMPLETE AND u j OPERATIONAL SYSTEMS. �1 5 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE TO EXISTING FACILITIES OR IMPROVEMENTS RESULI7NC FROM THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR REPLACt:L AT' CONTRACTOR'S '�� �_�� I I i r r•r r r r•r r ♦ 3,. EXPENSE. r �a1 \ I ♦ 6 DURING THE COURSE OF THF WORK THE CONTRACTOR SHALL COORDINATE 'i 7\9c`3� ♦ AND ACCOMMODATE OTHER CONTRACTORS, oPF_RATTONS OF THE OWNER AND F � , ��'� ?a�I �N N ♦ `L� LOCAL GOVERNMENT AGENCIES. 7 REFERENCE ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL PLANS FOR 12 66♦' TRENCH DRAMI w r ADDITIONAL INFORMATION AND COORDINATION F<FOUIREMENTS. 31r�r'i0 1 �� (PER AR041TECTURAL DETAILS) 8 ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST EDITION OF THE UNIFORM PLUMBING CODE ANO, OR I a CIN OF TICARD STANDARDS do REQUIREMEJ\TS. I z \ �,, PG' 11j=• 9 SEE SHEE• C-4 FOR EROSION CONTROL NOTES. W 10 A PRECONSMOC TION WEE77NG IS REQUIRED. CONTACT O r) DEVELOPME JT 0 "^"crY ENGINEER TO ESABUSH DATE, TIME, AND PLACE. Q z W \� ,L ,� �-�- (P ARCHITECTURAL DETAILS) _ 8 1 4. 11 ENGINEER SHALL PROVIDE C'ER77FICAIION FOR ALL WORK AND ONE AS-BUILT ^�", MYLAR DRAWING, TO THE CITY. OL � \ \ Nl ��,�,� 12 NEW PUBLIC IMPROVEMENT INSTALLATION: CONTRACTOR SHALL PROVIDE FOR F.F. ELEV.= 10.6 '�0� TESTING AS REQUIRED; COPIES TO BE PROVIDED TO 114E CITY. 13 N011FY CITY INSPECTOR 24 HRS. BEFORE STARTING WORK. i 14 ALL WORK SHALL CONFORM TO CITY STANDARDS k SPECIFICATIONS. F F SAV=212.60 15 ORS 757.541 - .571 (UTTLIIY CO. PRE-NOTTFTCA.'ION, ETC.) APPLIES• O E C,, / — \` - 4 sr j �\ t 16 EROSION CLINTROL MUST BE PROVIDED FOR BY CGWTRAC"OR. py �' 1 C �► 17 109TH AVE. CONSTRUCTION IS PER HARPER RE•C•HELLIS INC. PLAN. Z INCLUDES ALL IMPROVEMEN TS WITHIN RIGHT-OF-WA i' EXCEpT Lj Ir l LANDSCAPING, AND ORI VEWA YS. a \✓ �' ~ - ti♦ ?.11, �6z �� I ,y ryo 18 HIGHWAY 99W CONSTRUCTION IS PER MACKF_NZIE ENGINEERING PLANS. INCLUDES ALL IMPROVEMENTS INSIDE RIGHT-CF-WAY EXCEPT C� � _ -�..�,` \. , ' •� ti� ry �,� `bV I 1 LANDSCAPING, AND DRIVEWAYS. J 19 TOPOGRAPHIC AND BOUNDARY DATA IS AS PROVIDED BY DENALI O { a w -COA(S `'� 1 ',vim 1�X PG I 1 ENGJNEF_RING. / /1 DRI V'EWA Q CL. V J PER CL 0c I '+ / I ,tom. '"�'.#►nL•'!.�a f1�"+Y't''.'.I '� #1 %, .t + • �I I't �t�I''tt : ` � _ ] « , ,•�� t'�►' v/ n\ ' .� 'lpb 1 J Q �„� `J I 'fit T,�i I V C� I� r TIM � . �' '.� i 14, 90 AC w a O � i 4 AC 214.9 �. I O U 2 O ! I �, f + ,� :i' t.uh` ' ' i I Mrt t t''� ^r}�• ' Iff'':;.� � 2 � ^ , ,.j(:}t ;r: t�'r 1 � i' 5 4�, � i, 4 ti jF{i-4•,{rlj',+lrrf' '± _` it>t}H�! 1 W �'1� ,�C,(ra�, '1,�., ��, ,,. +•, 1+ m =','._� + � �tt=�*'t,Yt�F'�}� + �• � U .� + Se�•f I 1 G0• I ��• .; ; / I s (• Y e: L� �<!: * : 31,• I' t t. {r I.i 'nr 1} }° I CIA I:♦ G0 ��C I O {J' ! _` 060 • ,,�, jam• � ,:._ _ _ ,. .�iR �• � i • ,� I �•� i t�'�' i �I'1•tt�•j{�:y+!: �l {. `•t .1.- _ t:' '':� f'{s� f,' ��st 21 2.24 C 'yo � j , •, u� ,,, t+a.", �''I"?� 1,;.i 'tS , .-�,,, '� S T. �', 4� 1� E' I k j ,. � ' � � rt "� '¢' '• � � IVEWAYS PG, O I 1r,J 214.9U_1A P PG ``� O� �= 1�� 1 1 It 211.81 A i i is .r •; � r �+ � � G 1 JX O �! , / •. `�.r�,. y► � .fir-' V .r. .. ""� X56, "" I II r _/ 4 _, J u, ► $ G' RIM �'�, C. I ,� ,�!r' i. r r' t , �� ",� j�. ' • : ' d I,tt��. d- +rt1,��lr���'^ �4 ��1 ;�I' , 't��;l�:.. \ 2x78.9 \•6* _ �o p. � �r n � �, / . ti k' IN'w lt'i R I •tI1' �9 .lor ' 1 , ' .r ' {'_ 1,'r;• � Cl/ N =4'+"' '{ 'ys' 1u n�,, { 7 1 '��� � LL CEI Vt J 4 - (J -t •* f- ,H`'. H- i I`r7I' I, ,?6 •L +c� ty s I I \�� 1 NF•E• / - --�� -_ —�_.. _ 1 � ,{ ,• ,# t' vl,�'' '':II"�'�}" .?v s•' N � O 70 i;�:� ara:. '" � ,18.�97� I• ltr, � ,u.' 1} �pa !fir ,1' � ;�I I / � � �,� •� a OREGON J INLET PRO TI CT?ON SEE 2 _ ' , �'k+• i ,. arP •+t i ,. I. \ HIGH POINT � •\O C• �� , 1 r r.• rrr�rrr SILT X11- Sft t : L S "� r C i t H' p}Ir at• _`1. F_XTG. 1.3X i I r n —4l• I{ , lit° H t p RFMO�� < r V ' , Il �/ N IRES: 12/31/34 r RADE TO 0.80' ( ) , BELOW FINISHED GRADE I s+ - F.F. 'ELEV,-- +'-,r-'= rte,,, '�" t r { 207.90 205 FINISHED GRADE CONTOUR A E 1 PROPOSED CATCH BASIN - ��•� O A.C. r I , ' 'V � ':ne. ?vim S' •7�1 A.C. � ( ! � 'PANEL CONSTRUCTION (REMOVE) ' 12 EN TER ANCE F_XISTTNG BUILDING TO BE REMOVED BY OTHERS WELL AND UTILITY CAPPING AND SEPTIC TANK REMOVAL ALSO BY OTHERS - �" '�' `� I "� � '1 - PROPOSED CURB RAMP �_ oft soft LK in If -� ._�� i I Q '� 141 cr T.w. TOP OF WAIL - ELEV. B.W, BOTTOM OF WALL '- ELEV. l 1 Ar' ASPHALT CONCRETE - ELEV. l l l `� C.B. If CA TCN BASIN - ELEV. / / / ` / / CONSTRUCT STAIRW �k �• / / `�� 5 RISF_RS SE �► W T ASPHALT' CONCRETE AT TOP OF LOAC-, 'G BAY - FLEV. l l l m 0- ASPHALT CONCRETE AT BOTTOM OF LAM;4(; BAY - ELEV. l Qc _5 i a SIOF_WALK TO UE CONSTRUCTED PER HARPER RI GHEI_LIS (109174 AVE) im It SCA! ~ 11- OR MACKENZIE ENGINEERING (HWY. 99W) PLANS r 40 r., - _20 40 90 160 L0z EL ---- 3 ONSITE- SIDEWALK TU FSE CONSTRUCTED PER TIGARD PROMENADE PLANS Ll o CJ F_ l FFF"r ) SHEET 1/7 z 1 loch = 40 ft I c L[ c 1 U 2 3 — I --— - -- - --- -_ L-- - Pecitic Hwy,15532 131dy.G 1 l - - 4 I 5 g 7 8 __.._. . ELG 95-0242, 22029 If flik ,tntice npl=car: cicarcc Than the docununl, file document is of msu•kinal qual.1y. r. 11111��1 Ill •. t � I1Ilijl�llll!1 I�llililllill I illlllllilllt IIIIIII�IIIIILIII(IIIII�illll Illllll�lllll =&-- j11111 7�130 X til;!nlltltllt r t�ItltM .. f y i ttrlt►ti tm;nn ttnllnllnlllllnlllillnlllinllllll nllhulllnlhnllnnhmllullnnl�mfmm�lllunmuhl I Itn1t►tl tn�nmuttl i "'I i'Ism 0 EXIS 71NC SANITARY .SE.WE P c C I MANHOLE If = 205.80 (CON TRACTOR VERIFY) • $$ m of 42.09Lf 6"SAN OS=0.0050 ,7) IE 205.48 �g � 379 L.F. 8•,�l � - S' S�lTAR1 SE h F.MEN' �_- _ " _ __ --_ _ 2 IE- 203.9 .°a 285 L.F. 2-1/2""�- �" 16 3 L.r 12 D1 _+ -- �- a i / /� is.iv 's 1 24 L. 2 100 L.F.12"DI O S-0.0050 100 L.F.1;'"Di O S=0.0050 ♦\�- �< <J If 204.98 CIE 204.48 � f \ \ 2 1E ,�.:I I \ \ If 20x.25 - �- \ \ j 90 BEND 14 43LF 12"01 27.80LF 8'01- '^ \ OS+M 0050 1 1 24.80L F 8"&'. 60LF 6100 N' , NOTES 30 X \ / 06••0.0100 �-50LF 12'DI �� O \ OS-0050 If 205.83 90' BENDq. \ -- 7 3 r 38 L.F. 15"DID 5==0.0500 ? O STUB PIPE SEE C-6 If 206.55 S• O 1 - 1 O IE2o'a- \ j IE 203.59 / \\ b5.69Lf 6'SAN IE 206.70 CLF.A.NOUT SEE 4 O v OS-0.0050 \ f 51F 2-1/2" 19 F.F. ELEV.=210.60 4� O CATCH BASIN (LYNCH TYPE) SEE 6 ( u Q !E 20a C-7 18 1 IE 206.88 I (5 p / \ �1.9 R Z 41 \��` 8LF 8" DI 18 y F.F. ELEV.=212,60TEE ` , 0 OUTFALL YNG'08"DEE'P CL 50 RIP RAP sr, WYE •� - --- - �: - -_ 2" DOMESTIC 6' FIRE O ►h>7. AND DER NrrON OUTLET ,TRUCTURE Y I - \ w 65 LF ?"PVC 53 LF 6" DI 4 IE 199.56 IE 20 80 O8 CONSTRUCT FLATTOP M.N OVER EXIST. STORM LINE �\ LF 12"DI O9 FIRE HYDRANT ASSEMBLY SEE l�� _ =0.0050 C-6 a ? LAJ oe U 1 2�'�2 5 w �' 10 NOT USED 4� / I >>, CD 341 L.F. 6 DI g If 04.93 19 1 `•• / \26L.'F 8"DI-��7 ?!v 6. p1 M _.,_ Al.�..�.r_.M- -M------A1 M � 1 60 P 1 IE 204.4 11 WATER METER BY CONTRACTOR Q L �_g _ ` a Z I �� 2 5=0 12' 12 DOUBLE DETECTOR CHECK VALVE uj " r T a�' O O I 12 I 6 � d -- I I I I I I 1 O 8 z 13 CONNECT TO STUB O SANITARY EWER LQ Of, _j 1 199' ` O MANHOLE IE - 195.24(VERIFY Q 4.. 20LF 12"DI '' �• I I I � � I � ^ \ 9 / v W i 06=0.0050 2 2 ; o j 14 STORM DRAIN CLEANOUT k 90' BEND IE 206.05 I C 1 Q W If 204.2 If 204.33 N '� I I I w I 6 15 STORM DRAIN CLEANOUT do 90' KENO IE = 206.30 -OctQ U O I I SEE WATER 100LF 12"01 2 6 90L 12"Dl rr^^ I I I I I 1 I VAULT DETAIL ? JOS-0,0050 05-0.0050 IE 203 0 v J Z o S SHEET rE 204.33 106 F 12 fE 12'x4' TEE IE _ ?05.75 O N I 3 -' 2 3 OS 0.00.50 3 I 17 22-1/4' BEND � � O � I I ` IE 204.33 4 ` I O a l 1 1 I I i IE 205.03 If 205.25 -\ 2 204 45 IE .4 � I I I I - �► I204.4fr` 18 45' BEND I $ C_1 - 7 LJc `` , 1 198.5 .204.40 19 90' BEND `4 CONNECT TO ROOF DRAIN, SEE ARCHITEC77JRAL PLANS { I I I l t' OIS= 005 7 21 AREA DRAIN ,4 ; 1E 204.4 3 jo �6) ) DI �i \ � __ - I 22 9 L.F. 4" U... O S=0.0050 I I ------- I I� -- � r I I i Y 63tf - I / i � �`-'- 2 37LF 15"01 I l`� 4735 L.F. 12' D.I. O S=G.0050 rE EtEV. S J ` TZ IE 204.91 Og / -?12.73 1 / / � 40 LF 12' Dl ,0.0050 `J 05=0.0050 24 15.30 L.F. 6" D.I. 0 50.0050 / �` / . 0660.0050 IE 205.�3 01 O LEGEND/ '•.. ._+ L, � l � --� 3 12 46LF 21"CS 56LF 2" /�j TEMPORARY E 100�F If 204.810 46LF 21"C l2� IQO LF Co" S^�t @ =•'O - 100 PROPOSED EXIS�iINC ~M"' ~�� l l 7 7 AREA DRAIN 0 IE 205.41 I �` Q E / ` IS <:o�>.�I 44LF 12"DI ^x(�" REGxGR >r FIRE HYDRANT - _ ` J Z` 3e,,f e�►� l o.o200 " 2 05a0.0050 I + METER BOX i6 _ '`�+ ./ 31LF 2 W IE 197.56 ® MANHOLE If 205.61 25 LF 10" DI OS-0.0050 -5 I Q II CLEANOUT CATCH BASIN .srcr sp►c ® .... � �o 020,0 Cs RUOUCER / t •� e'.6• \ -----W�--- WATER LINE --- IE 196.56 q coxp >141 I ExIS'ING a" f N \ �• ' E te`457�\/ V \ 4� `.�12' IYA TER 2 ' R -- SD------ STORM SEWER UNE J�► l ` . U e•xe• TEF p ` r 1 Ss ------ SANE fARY SEWER LINE - --5 -- 1' ��. '_ I 0 OREGON Y P - ` F.F. ELEV.= I I L I I t B UTILITY POWER - -- �- 207.90 +I I 1" MC1tR I t2 xA' .1 I ip Cy a0 lEE e'x2-1/2" �1r t-1/?' ME7FR -C. BY UTILITY GAS -- G ------ f `�,\ "' ` TEE ? l BY UTILITY DITCH ------ ------ f � ��'�� �� I A 8'x2' ` 20 �F B- wA7CR ExPIRES: t2J31/94 OS=0.0100 IOOLF N FIREHYDRANT BY UTILITY TELEPHONE T-- - \ \��'� \ ASSY. a WA TER VALVE IE 195.56 \ �-EXISTING 2 \ 12" WATER a - f BY UTILITY GAS VALVE '� ,. P 8Y UTILITY TELEPHONE MANHOLE 2 WA TER VAULT DETAIL BY UTILITY POWER POLE {r- a, IE 195.12 �,;cr I( j NOT TO SCALE BY UTILITY GUY ANCHOR C-- / i� - '` �o 1'1. O / 32.40LF 6-SAN TELEPHONE RISER O tl l fjr -� 13 / // / \ ads=0.0100 27LF 6" SAN OS-0.0200 EVERGREEN TREE Cr �/'��\ It l Il // \ ,` 8 e4 ``•'' ` � � I to DECIDUOUS TREE -RP---- ROOF DRAIN 05 DOWN SPOUT • 6 44J. - -DT TRASH ENURAL SITE 0-` - m w a -.,,!J SEE ARCHrTEC7UR,1L SfTE PLAN 12 N z LIGHT COLE a � SEE ARCHITECTURAL SITE PLAN V1 40 20 40 80 160 a 4 - 1 U il., C« .j i ( FEET SH E1 ?./� t Inch 4� (t. f� C'-2 E l-c 9 YWY,024 ,7 86 0729 5 2 3 4 �, I g 8 1 9 (n ELC 95-0242,7 88C/072895 ' wwi"r � • r.� rrirrr�rwwr:•rr- -- - .23 of 29 i If this notice ;Ippe;n•.s cL;u•er Ih;ut the 4 tlncunun!^ the drier. cent is of mart;in;tl quit:,}. (jlli�lllllllll till lll�l(Ij IIL ¢{�}IiIl1 ilillllllll;l I IIIIIII�;IIII I I(I�l�i�ll��! i'llll��lllill { Ill�l;l�lll�i IIIIIIIIIIII�f I�{�lll�!�L�I'{ l �;�il�i�l�l CDIMCN MAD[tll at Illnl►Illtlifn nu�1Ni 1►, , " m f Inll►III m!LnIIIInInnlmlhmll!Il�rnllullun Inllunlnilllnlfilllhrliunlll�linnlllnfnnllnl►nnllnl ucllm lullunllndr m, h it' P -. .. ... _._..._-. -. -. ..__.._.._.-_._.�...au._...ter -.-.-_ ..-ua.,�6..J.......1u.�/i. ...-_ _--.0 ...... ... .... Wr6r •-. .Srrys.r.w u..a.-.. ...._. ..-__.-..-.,-_..._.... - ___,. ...--..0... .,., ...._.- u.,w._...-...u..u,.W-. -... ..... . .. .... .... •. r...u1 t • 1 0 N to of, m � LAJ g f \ \ C C I ( j B CI I o o C I Z cn �• — ----- — , C p _r / \ C IkN - --—- -- C - - - b C I � W Q C. � Z - H V - -- H V - - �iJ �•• C C_ - -- ! - - - - - C C-- - — I + C C C r,• C C — 0 C �_� C C - -C 0 C C_ I J �t CL ci Iq t oe U h 62' 62'—= v ! Z a —�� C c cc _ _CC C _c c C C C o I c c C C c c - I E NOTE IC C y C C C- 0 C C C 0 �•i. 1 I I � I I e +. t C14 Lj -�c �Clc L ��`, �! / C CC LEGEND s / p� ( lcI Af 1 p -- OWG.ON NO PAVEMENT IN THESE AREAS C, � y ` I •`� r�_���/`� f / HEAVY PAVEMENT SECTION FxPIRES 12 31 94 N„ SEE `\ \ c%l c l I / / H r� ,� C COMPACT PARKING SPACE ` \ � - \ c / r H H AANDfCAPPED PARKING SPACE \ Q ` I Y 1 V HANDICAPPED VA.r! PARKING SPACEAp GENEPAL NOTES o I NO F_x1T SIGN \ o o / / / \ `` `y1��v. uj 2 ALL PARKING AREAS NOT SHOW SHADED OR HAT('HE(J SEE SE(-770N _ �. / / 9 \` I r. C_5 / 9 �`` . a J ALL CURBS WHICH ARE ADJACENT TVE O HEAVY PAVEMENT AREAS � � ! � I TO BE MONOLUTHIC CURB TYPE PER ` J CL ALL OTHER CURBS TO BE EXTRUDED TYPE PER �5 i � � w It. CORNER AREAS OF EXTRUDED CURBS SHOWN 1M 1}+ . ,HAL!_ BE WIDFNf_U TO 12" 4 ( a( (FACS- OF CURB TO BACK OF CURB) T n, vi fA m z 40 0 20 46 - -AL ,Gpz w Q O ca o (12 FEET ) racifi„Hwy,15532 MIdg.C 1 s ELC 95-0242.7-(16131172995 ��,�.�`...,�,�. 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USED WHERE THE EXIST 41 EROSION CONTROL TROL PLAN(( ECP ) G O TES DROP INLET HAL LD HAY OR SIRA 6V 4� � WITH GRATE ROUND SLOPES TOWARD THE a , ROADWAY AS CALLED FOR 1N t 1. THIS iXiA W I NG IS FOV? GENERAL GUI DANCE ONLY. THE CONTRACTOR SHALL A NOTES: THE PLANS. Y MEET 4!-L CITY OF TIGARD EROS I ONISEDIMENT CONTROL REQUIREMENTS. FILTER x� • 2"X2"X14 GA FABRIC 1. INSTALLATION SHALL FOLLOW THE BEFORE STARTING ANY STREET OR DRAINAGE GE CONSTRUCTION WORK, ALL WIRE FABRIC MATERIAL MANUFACTURER'S RECOMMENDATIONS. —r s� 2 -- ---- cn a u: PERIMETER SEDIMENT FENCING SHALL 9E INSTALLED. FOLLOWED BY THE OR EQUIVALENT �_.-__�,._.�__1 DRIVE STAKES FLUSH TO ■ ■ �� • I' 2. POSTS SHALL BE INSTALLED SO —V TOP OF BALES. 8'' THICK GRAVEL CUNSTRUCTIt7N ENTRANCE AS SHOWN ON THIS PLAN. I 11 I THAT' A MIN. OF 2 — 6 EXTENDS ¢v ci 3. METHOD OF INSTALLATION FOR $Ep1�IFNT FENCL Sl1ALL NOT CAUSL ♦ ABOV£ THE GROUND W I TH A V I N. OF "-STAKES (2"x 2"x 3") 0 w DAMAGE' TO 'IfGfTATED SLOPE EXCEPT . T POINT OF. INSTALLATION. 7_ 2' -- 6" EMBEDMENT. m� IIA 11 IIA w SIOEGAST MATERIAL SHALL BE TO THE UPHILL SIDE OF THE SEDIMENT _� IL FENCE. THE FENCE SHALL BE INSTALLED AT LEAST 4 FEET FROM ADJACENT TREES. ANY' EXPOSED GROUND KLOW THE SED 1 MEN T FENCE iV � ■ ■ � l SHALL BE SEEDED AND COVERED WITH STRAW MULCH TO PREVENT EROSION. TEMPORARY GROUND COVER SHALL Bf MAINTAINED UNTIL 0 A HEALTHY STAND OF GRASS HAS BEEN FSTABL I SHED. FILTER FABRIC ,Q I? ON CEN TER 4. 4. ONCE EXCAVATION AND GRAD I NG HAVE BEGUN, ALL DRAINAGE FROM 12" MIN. BURY FOR FABRIC THE CONSTIRUC'T!ON SITE MUST BE ROUTED TO THE INLET STRUCTURES. TRENCH- CARE MUST BE. TAKEN AT ALL TIMES TO MAINTAIN SED I MEN T FENCES _ AND STRUCTURES FUCH THAT NO UNTREATED WATER REACHES THE BACKFILL PLAN — ■ ■ W ADJACENT WATER FEATURE, 5. ALL EROS I ON CJN TROL DEV I CES SHALL BE EXAM I NED AND REPA I RED AFTER 8' M I q� EACH STORM OCCURRENCE, AND INLETS SHALL BE: CLEANED rlF SEDIMENT o WHENEVER NECESSARY. ------ PROFILE VIEW 6 STRAW BALES SHALL BE STOCKPILED ON S1 TE FOR IMMEDIATE ACCESS IN CASE l FILTER FABRIC MATERIAL 36" WIDE ROLL FAILURE OF THE EROSION CONTROL MEASURES SHOIXD NECESSITAI-E EMERGENCY 1 _ USE STAPLES OR WIRE RINGS TO - STAKE ■ REAVECIAL ACTION. THESE MAY HE USED AS NEEDED TO REDUCE DI TCH ATTACH FABRIC FILTER FABF -� STAPLED TC ` w EROSION AND SLOW SHEET RUNOFF FROM THE STREET, BUT ARE NOT INTENDED _ STAKES AS A TREAT-MENT METHOD FOR WAT( ,OING TO THE WATER FEATURE. r ' 2'-TO"M/1J. , - 2"X2"XI4 GA NETTING I F. WIRE FABRIC RUNOFF WATER PLAN VIEW z o FA SR I(: RECOMMENDED B Y' MF ,,� { OR EOU 1 VALENT W I TH SED I MEN T /-F I L TEREU WA TER w I EXPOSURE 1 /� � q Y STANDARD NOTES FOR SEDIMENT FENCES _. ,- CENTER OF SWAI OfR DITCH 1 THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE `O BURY BOTTOM Ur FILTER MATER I Q. _ LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, �, IN 8" BY' 12" TRENC 2 - 2"x2"x3' PEGS EA. BALE -- t" BALES TO OVERLAP AT BASE � 1 FILTER CLOTH SHALL BE SPLICED TOGETHER �NLY ATA SUPPORT POST, WITH A M,NIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. I l 2 THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FIau..OW THE CONTOURS 2"X2" WOOD POSTS. STANDARD BUR I ED F i L TE , WHERE FEASIBLE. A TRENCH SHALL BE EXCAVATED UPSLOPE AND ADJACENT OR BETTER OR EQUALALTERNATE: STEEL FENCE POSTS FABRIC SECT. "A" - "A" TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. (MIN, 4" DEPTH) - -� � J. WHEN STANDARD S'RENGTH F I 1 TER FABF'I C IS USED, A WIRE SUPPORT FENCE l SHALL BE FASTENED SECURELY TO THE UPSLOPE S I DF_ OF THE POSTS USING HEAVY- BURY IN NATIVE GROUV .DUTY :VIRE STAPLES AT LEAST I-INCH LONG, TIE WIRE OR HOG RINGS. THE WIRE SHALL SECTION A-A h W E EXTEND INTO THE TRENCH A MINIMUM OF 4 I NCHFS AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 4. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR W I RED TO THE FENCE EXTENDED I N 1'0 THE Ti?ENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHESQ .ABOVE THE OR I C I NAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO FI L T E R FABRIC 4" MIN. EMBEDMENT O Z J EXISTING TREES — _ SEDIMENT FENCE - INLET BARRIER _ _?[ PROF��t: v�Ew ; 0 5. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER FROST SPACING ARE USED, -- - - '•++ THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, T14E FILTER SCALE: NTS -4 SCALE: NTS0 C-4 FABRIC IS STAPLED OR WIRED DIRECTLY' TO THE POSTS WITH ALL OTHER PROVISIONS -" S TRA W BALE _ o Q: OF" THE ABOVE STANDARD NOTE FOR STANDARD STRENGTH FILTER FABRIC APPLYING. CL 6 SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER SEDIMENT _BARRIER 3 C,.� o O EACH RAINFALL AND AT LEAS7' DAILY DURING PROLONGED RAINFALL. ANY REQUIRED SCALE: (SCALE OR NTS' �C-4 Z ac (-•) REPAIRS SHALL BE MADE I MMED I A TEL Y. , ��. J Q o z:2; 0 I ti ~ O R❑SI❑N CONTROL TABLE W N V) � W) REFERENCE: EROSION CONTROL PLAN TEC14NICAL GUIDANCE HANDBOOK V) "t L, SITE SLOPE(I) UTILITIES CONSTRUCTION STOCKPILE <2x <I Ox <15Z <20% <309 <50X >50X Catch Busin Ditch Drainage Draincge BASE MEASURES 1 GRAVEL CONSTRUCTION X X X X X X - X ENTRANCE (SEC. 2 SEDIMENT FENCE OR X X X X X X BARRIER O TOE OF DISTURBED AREA (SEC. 3.3.2 & 3.3.3) 3 UNDISTURBED BUFFER O TOE A(2.) OF DISTURBED AREA (SEC. 3.3.5) 4 SEDIMENT FENCE INSTALLED X X X X X ON CONTOURS (SPACING) X300') (150') (100') (50') (25') (25') (SEC. 3.3.2) 5 TEMP INTERCEPTOR DIKES/ # I/ # # # SWALES AROUND ACTIVE WORK AREAS (SEC. 3.3.1 1) O 6 CHECK DAMS X (SEC. 3.3.13 & 3.3.3) 7 STORM DRAIN INLET X PROTECTION BARRIER (SEC. J.3.12) -,WET WEATHER ME✓ASURE"S� `\�RN�P �rr 1' ' 8 ESTABLISH GRASS • ► • + . Q 16,457 \�\ (SEC. 3.3.6) 1 9 2"-MIN STRAW MULCH O 0 0 0 0 0 COVER (SEC. 3.3.7) �9�►6 c� // i� C. J ORS 10 EROSION BLANKETS W/ 0 0 0 0 0 0 PO\tA SO ANCHORS (SEC. 3.3.8) EXPIRES: 12/31/94 G 1p G06�5 4e, 11 6-MIL PLASTIC SHEET 0 O 0 0 0 • • �\S10�Q P \ COVER (SEC. 3.3.9) a �PPPR 12 SEDIMENT TRAP OR PEND 0 0 0 0 0 (SEC. 3.3.10) n POST CONSTRUCTION 13 ESTABLISH GROUND X X X X X X X X X RAD. = S M IN. � COVER OR LANDSCAPE PRIOR CLEAN PIT RUN OR 2" MINUS GRAVEE `�' �W I DTH A S SHOWN TO REMOVING EROSION SUEiGRADE RE I NFORCEMENT 9" MIN. ON PLANS MEASURES (SEC. 3.3.6) GEOTEXT I LE, AS REQUIRED DEP rI4 ;n KEY: X = BASF_ MEASURE (REQUIRED AT ALL TIMES) A ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS GRAVEL_ CONSTRUCTION = OPTIONAL BASE ETMEASURE,TEAT CAN USE AS APPLICABLE m m • = SUPPLEMENTAL WET WEATHER MEASURE (NOVEMElER 1 - APRT. 30) LD - 0 = ALTERNATIVE WET WEATHER MEASURE TO • Y Q E NTRNA NC,F_ 4LOLLJ S u M� (1) NOTE: IF DIFFERENT AREAS OF THE SITE HAVE CONSIDERABLY DIFFERENT SLOT'ES, THE SITE MAY BE DIVIDED UP AND EROSION J MEASUPES SF_LECTED FOI? EACH ARE FROM THE APPROPRIATE COLUMN IN ENE MATRIX a EROSION CONTROL _ TABLE-054 � Lu Q- SCALE: NTS n Cl) z a� ul � In a S W a zi /(♦♦ \W SlIEE:f 4/7 I� 8 Pacific Hwy, 15532 Bldg.C ELC 95-0242,7-86C/07289.r) 25 of 29 If Ihi" nolice appe;u.s clearer Ih;ut Ilse document, the docuntenl is of mstrk„wl gostt`cy. 4-11 1! 30 X CD I�inlnn mil>I�t nt�lfn frit �i Intl�m nnhmlitiilmiiml����I��il�i�iilliiL�nlm�mliiiilinllnlillTlmillmlmlmnhnlmnlml iml►ii im�nn nlinrN r .. ,. .. 1/Altos �i t a i F ytb, r c r. i' �. � "C A ,-.• - r .. : 4 �'.Y � Aft'$ -�% AT. ' ��' "�?'�.\� .F� �. .T � r."S '�f.. � �'`�' T'!?•""��'t � ahr'; i'}... q]ip v r v , n ' , +v p.` 4 1A 4�: 4w y:,.{ 23' 6" MAXIMUM SPAN Coll 1/2" MASTIC (TYP.) CONCRE`E: fc- 3000 psi d REINF BARS.-ASTM A615, GRADE 60 - �, I "I • 1'R 6" SIDEWALK - n w a w 1' I \ • r- 1 N0. 4 IN L:ACH TREAD A W t S=2% • / NOSING, 2" CLR. � • EXPANSION JOIN] N0 5 AT 12" CTRS. ti 1' � 4" CONCRETE 121 • i i\ /---2 NO. 7 IN CURB 1 EACH ,�� . S --2" OF 3/4"-0" COUP. ROCK 6 NO. 7 SIDE OF RAIL POSTS COMPACTED SUBGRADE 3' S' 3' -- CON TR CnON ,JOINT ��\. 2" CLEAR NOTES L112' R 1. AXIMUM SPACING EN XPAN ON J INTS F -TOP uF SIDEWALK WHERE SHOWN Ex'TRUDED CURBS l� X q x Nq�y�U ,gyp, 1/2" RCURBON L71 FxTRUDED AND WALK.- PRECAST A G U. 8•pTE E f� SlJa r ]TIE CURETE �' l�N- - 1 �. 5" M1N.` NO TE:Jahr CURB SEE SEE 1 CONCRETE 2. PIUn17E F1_X A �`111ONNNF?�O DE E F�ANS1pN JQI/JTTSQ CONSTRUCT RAMP Al6" PLAN1EK AREA _ WHEEL 5T(X' S NG LOCATION SIIOWIJ _�- 3w CLEAR T C S OUND 04 CHAIR RAMP ON PLAN. - """" I 15X - T PRpy►p� XPAN54ON JQ�INT IN ARB AT EACH POINT L FIL AN 1 8" u TANGENC`�IN THE CURS ALIGNMENT. / FOUND ON UNDISTURBED 4. P((/R/QggNDFNpApKNgE�DKPL�f MCQNI�T/R(�A�TL$ A�J/yOIGN FN5 fT 0" UP� 121 MAX 6 OF GRANULAR MATERIAL LOCA IE CON7RAC110NAJOINI' IANXSIpEWALK OPPDIE TO COMPACTED IN 6" LIFTS -A.C. PA VU' NT THE CON TRACTION JOINALL BE T INTTT TH�ER A QB NUT�T 7ING CURB. � TO 95X OF RELATIVE -BASEROCK J DICTION C1WALKS 5F BRCIOMINC PEI'�'P[1VDICULARNITO DIRECTION EXPANSION MAX. DENSITY F SUBGRADE- OF TRAFFIC. JOINT .— 5" MIN�� EPDXY BOND--I 8' SECTION A- ,� is TYPICAL STEP INSTALL HANDRAILS PFR ___ C-5 L;; I MONOLITHIC CURB z EXTRUDED CURB 1 ADA WALK &____! _L._AN � ER AREA 2� CONCRETE RAMP -- - &� S 1 D E W L K 3 - -- -- - 4 ----- .�-�" W4 C— 5 -- ---- --- ----- SCALE: NTS C-5 8" 4'-8"_ 8" -J C.-4 SCALE: NTS — SCALE: NTS SCALE: NTS _ C-5 —� ;�-- � p 4' TO POST " I"I 1 NO. 7 IN CURB EACH SIDE Z Q • ON HANDRAIL POST 4 SL PC/PT C) I R.0 W. 29 T-- --r---. 61 CROSSWALK STRIPING FOR CURB INFORMATION ROAD I 5' MIN. SEE CURB DETAIL - Nu. 5 AT 12" CTRS. 6 NO. 7 BAPS 8' MAX. a !r- .�• CIoE. A �qN P SECTION A-�! SEC170N A-A e � 72" MAX. E _ _.- _ - 72" MAX. \ SIOEWaLK STAIRWAY ` \/ STOP SIGN LOCATION w 2X v{! J TAI R WA 1 -5 Z (INSTALL 4" PVC SLEEVE _ R' ° ""�' i°P^ T SCALE: NTS �C-5� 1~ Q UNTIL PERMANENT SIGN l 4 I INSTALLA TION) -00 Q_ Q 1� 1 1,12- STD. WT. STEEL PIPE ,�Q�e�� } o 1 MI S (SCHEDULE 40), ASTM A50f, �P N 5. MIN. I SECI7UN B-B -- I O 2 i fY= 36ksi. GALVANIZE AFTER �� FABRICATION. 0 �' MAx' J 4" MI �P 8 8" MA,, 4 a- N u h PC/P T _ S;DEWALK I EXPOSURE - '•� _ �• � CONCRETE APRON ON f; TT CCJ 4 ki, WT 7 PRI VA TE Z �Y. O l COMMERCIAL DRI VEWA Y 3" CLEAR-� ROAD PLAN VIEW A I A O Z b a CN �'� O �_(470`_OR 8' SIDEWALK) FLUSH "y HANDRAIL FOR STAIRWAYS ON 3" CLEAR 34" MIN. �'^'-�-�T _� _n p PRIVATE PROPERTY IS REQUIRED �` 38" MAX. �- rON BOTH SIDES. r 23" ""~�-�..,,�„� _ a MIN. Ai lERNA1TVE HANDF?AILS MAY BE USED MATCH STAIRWAY 4" P.C. CONCRETE B BUT THEY MUST BE CERTIFIED TO "— WITHSTAND A 200 LB. HORIZONTAL LOAD SLOPE 25' MIN. RADIUS (TYP.) APPLIED AT ANY POINT ON THE RAIL OR POST. J 2" 314--0- AGC. 6ASEROCK HANDRAILS SHALL BE CONTINUOUS 3" CLEAR SECTION A-A I FOR RAMP INFORMATION THE FULL LENGTH Of- 774E STAIRWAY. - - SEE WHEELCHAIR RAMP DETAIL NOTES: 1. C(iNCRF.TT SHA!L ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 2. JOINTS SHALL BE .SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE EDGED ON 4 SIDES. - � I- FOR SIDEWALK DETAIL A170N SEE SIDEWALK DETAIL STAIRWAY TAIRWAYRA_ I LI N_ G / � 3• SURFACF_ SHALL HAVE A MEDIUM BROOM FINISH. R.0.W SCALE: NTS � C-5 STANDARD CORNER PRIVATE ROAD ENTRANCE OFF - WHEELCHAIR RAMP OF PUBLIC ROAD W/CURBS A REFERENCE APPROVED BY DRAWN BY REFERENCE AFPROVFD BY DPAWN Pr 0 r� '�, CITY OF TI GA«u -- "A CITY OF T9GARD WAS CO DW-203 Q w SCALE DATE DW, FILE SCALE DATE DRANANG NO. OREGON N T.S. REVISED 5-26-94 J:DETAIL S/WC-RAMP.DWC OREGON N T.S 7-9-93 1 DETAILS`PRVr-FN'DWG I (L q �— 2" CLASS 8' ASPHALTIC CONCREIL WHEELCHAIR & _ PRIVATE DRI VEWAY �� BICYCLE RAMP- �s ENTRANCE �o / S('A ALE OR NTS) SCALE: (SCALE OR NTS) C-5 �\� LE' (SC ) L�E '6x457 L._] ON -- TOP OF WALL ~° C. (SEE PLAN) BAR A �XPIpES. ;12/31/94 COMPACTED SUHGRADE — 6" 3/4"-0" CRUSHED AGGREGATE OR FILL TO 92X DRY DENSITY COMPACT TO 95% MAX DRY DENSITY d BAR B (ASTM D1557) (ASTM D1557) 204.40 - - --- 6 Q ' _ BAT? BAR BAR BAR AR T • H B I A C E F A B C D E K SEE (C-5 FOR HANDRAIL-\PAVEMENT SEC ! SON 7 \ „ MATT. DIMS. ..� _ --- - ___.. 01 01 01 01 01 BLDG. A SCALE: NTS C-5) „ 7' 8" 12` 5' 12" ►2" 2.5' 012 018 1741 o 4410 ole N/A 5' 6" 12" 4' N/A N/A N/A #4 #4 #4 #4 N/A 18" H _ 010 018 010 018 - \ " e #4 14 14 /4 N/A 18' 41 6" 10 4' N/A N/A N/A O12 018 012 018 e _ " " *5 4 ,�5 �F4 �#4N, FFELL V.9 10 18" 6" 12" 12 3.5 010 012" 15 #4 , 4.5 ip / 4" CON TINUOUS- - .06 __a{ -. - 3" CLASS 'B" ASPHALTIC CONCRETE /� PERF. PIPE a NO>FS �! i d CONNECT T') 1, CONCRETE SHALL BE 3000 PSI MIN. COMPRESSIVE STRENGIN ' 0.5 TOP OF WALK STORM DRAIN .e . ELEV.-207.30 LX S I 0 201.00 > t� 2. REINFORCING STEEL SHALL_ BE GRAIN 60 AND MEET REQUIREMENTS 12"X12" DRAIN ROCK a OF CONCRETE REINFORCING STEEL INSTITUTE. -' T d �\ 4" 3000 PSI CONCRETE p I 0 3. ALL BARS 3" CLEAR OF CONCRETE Sl!RFACE. BARD BAR C- - 2" (3/4"-0) ROCK x I a _ _! COMPACTED FILL 10"•- ` 2 -- - - a - BOTTOM OF WALL 5 �-� (SEE PLANS) -- - - 10. U ti rr Off" m CLI COMPACTED SUBGRADE -� 8" 3/4"-0" CRUSHED AGGREGATE I - I e \� 3018" 1to A A OR FILL TO 92X DR DENSITY COMPACT TO 95r MAX DRY DENSITY BAR E J F �` _ �;� Lj z (ASTM 01557) (ASTM 111.557) - BAR D LJ ,03X1'-8" O 18" r'�. o - -" UNDISTUR$ED MA TERIAL 1 ! _- 1 ►� - K 1/- ti 2 o tJ a Y 4�EMENT SECTION e ,� --, WALKWAY SECT-I01� G 5 W NAVY- D UT _PA - - -- ----- -----------��-5 WALL. SECTION (,ALC. NTS _ RETAINING L SCALE: Nn ,\ SCALE: NTS c1 S H_E T 517 b C- 5 w in Pacllic Hwy.15532 Bldg.C 1 1 4 5 _ELC 950242,7-86C/072895 26 of 29 •t ..1�! ,'-yam r If Ihis notice appcar~ clearer 1111111 the docu111e111, the docunlenl is of marl;inal (IIIA- �. , ,�I•IIIII1�111 .�:�f����s�. !•!�l�i�l�l�l I�llllllllilll I�1j11llll!II l Clllijllllill I Ij1111illllll I IIIIIIIIIIIII IIIIIIII11111 Ill�lll�tll�lt ll����_f�i#� �!Il11�11111 30 x c D 'JI 11 Ii�11T1t1 11 1N li��ill nnhlnliminnlunlllulu 111111111 if 11111 Imhmlll1111111111flhllli,11111111111Id111111111111 lllnhm Imll it m�ntl�n1L` 1111 T,.T.�� �,•, ' - J' ..+.,�...................r.,., ..,. ,__ �._... ..�. -..,ate,....... � ' .�P �! �'� — 12 IN MINIMUM T 1 EARANCE } 1: ---r- 4 � m �x ? cv A x A 30 X C D /. / -� �'`I!:..._.."1►�' s'r� L�___ 1 { . .`t� , � :� __.,�� 1 rr-, -,, �� .,- •-., " �; ,...,__..,._.....� ('LAN VIEW .._........._�..._,,...._., _ 5c) O r _T � TEE PLUGGED CROSS WYE PLUG OR CAP LANDSCAPED AREAS © I NON OU NK PAVED AREAS �I � 4" ACM 2 LIFTS j ` ^:' • SAW CUT EXIS�Tj 'AVEMENT 1N PIA MIN /� UgS ,q g Z E- !� a NOGJh1 UT K - �jlj) .__ NONSyOi;T K \`_ �S REJUIREDACKFILL Q 6 INCH d r��+ , `�''✓ MINIMUM Li HE1VG FLOW (� � �� FLOW PLUGGED CROSS 'FE �V'A A N N ZE CAS UTS T oP •7 >H I �g� � �OAI/�PgINFT�OF 12 IN. MIN. —IN71F pPPPpSI TE A A T 3tOP OF OM CLEARANCE TYPICAL APPL 1 CA TI ON OF THRUST BLOCKS NUT - GATE VALVE' UNDISTURBE 1' --�---'-- -- -•- / � SOIL ' Op NT5 -- -- APPR V> 5,H%wf SPLIT SLEEVE TAPPING 1 - CEN IURION R ''//77 (� SADDLE ASSEMBLY ��': r 2" OPEN GRADED ROCK C ;" r =Y c Z _ 1 �\� %�40NrVE PCjMPER + °hol, ��' Q•" v PN. NOTES: NORMAL<vY - "- ,• --�RAINA S(1 Q 1. ACING STR ET XT 116" SUBGRADC CDMPACTED TO £ WA, Q OR ACCESS. r MAX. DENSITY, AASHTO T-18 Q CONCRETE THRUST &.00KS TO BE FORMED AND POURED AGA/NST UNDISTURBED SOIL. f' MAIN J LJ 2.) USE MINIMUM STRENGTH 3000 P.S.I CONCRETE' AND KEEP CONCRETE CLEAR OF JOINT AND Nps. SECTION A-A w �` �.J,•I ACCESSORIES. PROTECT JOINTS AND F7T7INGS FROM FOULING BY WRAPPING THEM LOOSELY FR AKA SAS 9pLT OR ALLLL�f+Y,:). THREADS 10 9g� N.FP.A.194, WITH 8-MIL. POLYE77/ELENE SHEETING PRIOR TO POURING CONCRETE. TEM NA TONAL STANDARD FrR�` HOSE. 3.) IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURES AND ALLOWABLE �, FIRE DEPARTMENT CONNECTION (FDC)C) D E , AIL D 4. SOIL BEARING STRESSES. -� 4.) BEARING AREAS AND SPECIAL. BLOCKING DETAILS IF SHOWN AN PLANS TAKE PRECEDENCE --� NTS (� - FOR 12" MAINS USE 12" TO 10" REDUCERS OUTSIDE OF VAULT Q OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. © - USE TRAFFIC BEARING LOCKING STEEL COVER (332P) [k r 5.) TJ-TRUST BLOCKS FOR PIPES 6 INCHES IN DIAMETER AND LARGER SHALL ALWAYS BE FORMED SIDEWALK � THREE COVERS FOR 712-LA TO ECONOMIZE ON CONCRETE. VAULT © - RRE DEPARTMENT CONNECTION (,FDC) GRINNEL 6 ,) THRUST BLOCKS SHOULD NOT BE USED TO RESTRAIN PIPE WITH OPERATING PRESSURES GREATERL CURB � ppp EL 7 (90. WiTN BREAK BLE CAP, ` Z Q THAN .25D P.S.I.. USE RESTRAINED JOINT PIPE AND FITTINGS FOR ALL HIGH PRESSURE APPLICATIONS. _ ,2 AS $1: ?FIED D.D.C. SIZE UTILITY VAULT OR ENGINEER APPROVED EQUAL. �1 VARIES AWWA G 5� ss TANDARD TABLE 2 /� HYDRANT BAP EL (NORMALLY FACING STREET OR ACCESS) � v N ATE VALVE AWWA CATALOGUE # Q ® - 4" SWING CHECK '✓ALVE UL/FM LISTED, MUELLER CO. V) ; rn BEARING AREA OF THRUST BLOCKS IN SQUARE FEET GEM GALuc NA�p��'�y�p �" 00 Mj r0 FLG. MODEL A - 2120 - 6 OR ENGINEER APPROVED EQUAL. IO TEE PLUGGED EQU-L THRU RESTRAINT 4 IN. 675-LA (5� - DETECTOR DOUBLE :'HECK (D.U.C.) VALVE HACKFLOW 4a v FITTING TEE, WYE, PLUG 90' BEND ON RUN 45' BEND 22 1/2' BEND 11 1 4' BEND _.. PREVENTION ASSEMBLY. HERSEY MODEL UDC 1I SIZE JR CAP PLUGGED CROSS Al A2 / I �� r 6 IN. 676-L.A OR ENGINEER APPROVED EUtIAL. 04 1.0 14 1.9 1.4��-- -- -- �" HYDRANT GLBOW 8 IN• 687-L4 0 - O.S.&Y. RESILIENT SEAT GATE VALVES, UL/FM LISTED rL ED MUELLER CO. MODEL A - 2078 -6 OR ENGINEER APPROVED EQUAL. ANG C% TO .J. ---�--�- WA TE� 10 IN. 6 2.1 3.0 4.3 3.0 1.6 1.0 �c �� MAIN 612-LA (�7 - MJ GRIPPER GLAND OH ENGINEER APPROVED EQUAL. 8 3.8 F.3 7.6 5.4 2.9 1.5 1.0 LENGTH -- - - N--- VARIES -� MJ X MJ X FLG. (J8 - WATER PIPE DEPTH IS 3 FEET MIN. A GRADUAL TRANSITION TO D.D.C. YDRANT E DEPTH IS REQUIRED. D.D.C. DEPTH WILL VARY WITH D.D.C. rNAMETER. ADOPTED FROM A.P.W.A. STD. N0. S2 SIZE VARIES-•SEE PLAN) N6 TE: OF THRU�T �,�OC►� (� - 4 IN. DIA. STEEL PIPE; NPT X COMPANION FLANGE STRESS OK 2,BEARING,00 P..,JNOS 3c ON TEST PRk SSUO COMPUTE BEARING REAS FOR DIFFEREN 1AND AN ALLOWABL OIL BEARINGS (IF Lt PRE xCAST PIER BLOCK R SQUARE FOOT T 1 - INSTALL TAMPER SWITCH TO VALVE RUN WIRE IN PRESSURES ANDS L BEARING SIR SS 3, USE TH � FOLLOWING EQUATION: BEARING AREA = NEST PRESSURE7.50FJ^X (20001SOIL BEARING STRESS) X (TABLE VALUE). 1 2 CU YD CONDUIT TO CONTROL 1 X 16" X 8" PRE-CAS 1 -' �AIN RU w OL BOX INSIDE BUILDING. • USE 4" VALUES FOR 3" FITTINGS. PIER BLOCK IER BLO THRUST BLOCKS HYDRANT ASSEMBLY 2 _ DDC VAULT T 3 SGALE NTS Cv6 SCALE: NTS C-6 SCALE: NTS Y —� 1 � n J V) PRPf 16,457 STANDARD CAST IRON BACKFILL 2x4 OREGON -7 FRAME AND COVER AGAINST PLUG TO --rrrJ15HED `PREVENT PLUG �qL41 ? I�6 �a 2' PVM'T RADE BLOWOFF dr SECURE ZD _ PL,M'T. D. BEND \ E. PC�� 2x4 IN PLACE WITH �•- T�PE.R TAPER _ GROUND TRENCH BACKF;II EXPIRES: 12./31/94 SURFACE EXTEND AT LEAST _ I.E. -_- i AS NOTED -' HUB NO BEND WATER TIGHT N f 12" ABOVE SURFACE u PIPE PLUG AL IERNA TE j.• a DRILL 1f 2" DIA. ---"` _" 6' CONNEC170N +-8" DIAMETER WEEPHOL.E ON ----- DETAIL PIPE RISER PLANT FABRICATED MAGNETIC TAPE'-���- - SERVICE CONNECTION THREE SIDES, I < CLEANOUT - TEE FI T17NG ON SEWERS GREEN w/ BLACK LETTT RS \ MARKER: 8" BELOW RIM.t II, -FLEXIBLE 1 ---REMOVE FACTORY 18"AND SMALLER. FIELD WASTE WATER) - '' FLEXIBLE /: REQUIRCOUPLIED AS CAP -•-- PRESSURE TREATEE) TAP ON EXISTING SEWERS GREEN w/ BLACK LETTERS i COUPLING REQUIRED 2"X4" WOOD MARKE=R (STORM DRAIN) LYNCH TYPE ---f-�- SEWER PIPE AND NEW SEWERS LAR( � THAN 18" PLUG CATCH BASIN � D.I. - TEE ADAPTER NDS-3016 PAINTED ORANGE INSTALL TAP W/28 QUARE LE. PER ALT. 'A' GIZATF _ _ - APPROVED 1 �_ - AS NOTED —" - _ + FZOW _ OR 'B' - EQUAL) f ,\usm _- 4" MIN. 3 '4"-G"--' SEE ABOVE FOR �— ` SEWER MAIN C.R. COMK;CTFD PIPE ZONE AND ALTERNATE / ~-BUILDING SEWER PIPE; 2 0 DWV PIPt✓ - SEWER PIPE OR LATERAL \ REDOING BACKFILL MATERIAL CONNECTION MINIMUM SIZE AS SPEC11lED ' ►� SQUARE AS SPECIFIED DETAIL BACKWATER VAL SLOPE FOR \ n SLEEVE, SIZE AS REMOVABLE CAF 6" TRIPE=0.010 FOR K W a P.V.C. NOS-475P - W � z SUPPORT TEE KITH 4" PIPE=0.020 �-314"-0 f IPE ZONE NOTED ON PLAN OR PLUG BEDDING GRAVEL, MATERIAL AS SPE(.lFIED MINIMUM 2'-G" WIDE p CATCf BASIN L r'NCh TYPE BACKWATER_ VALV _ '5 PIPE PE TERMI NArIOIV 6 I n SCALE: NTS — T 1, C46 I _ BUILDING SEWER SCALE: NTS C-6 SCALE: NTS^ C_g j -- - ------��J_6 ; .SCALE: NTSUSA STD. C1WG. NG. 3G0 \ L Y � /j A Ql C11I r Q m . Q' a m I j w 4 x 3 � ^~ r_; L SHEET 6/7 a Parifir.Hwy, tS532 [31dy C C- 6 27 of 29 FLC95-0242,7-BGC/Oi;?Rq5 ] n 5 _ 8 9 If (Ilk n111ice :Ippe;u S cleaccr 111,111 the doc•ununt, the document is of m:cr}4in:1l Ii►II{�I III► a�.1t1 fi �1' ►E i� .� 11�IfIf�Il1111 nllill�If�li 1 �llllil�Illl1 I IIIIII1�IIili I IIIIIIIIIIIII IIII111111111 I II111111111111 flip !{LI►11�11111 M � 7 #� lII1111IIIIIINI1111IIHI 111�1t( f I�1►!IfRI IHIIIIIIIIININIIIIINIIH111111IIli IIIINIIIH ililllllll!I111111iIII!III IifIIIIIII III(if 1111fill Ifill IIIIIIIIII11fl IIf111I11IIIIIIIII IIIIIffA. ititt!I I1�1f1 111h�! v. • . i l ,�. .'�. f- .... ..tai",. .,�, „ ,, ,.i - _.'�'L+ L . �1 ♦ •y' •'J .% �'L y� ,y .:yin, -', .. ., _ �^ "•� :h `. .�(. , i - , •' .. .: � ; _ .. . .y. _ . .n"�',. •- .. r � viry �E fir► ?�':. _{ •. ,�.wr, � .. ' � `i.. w',e •'GN+.. ti t., iti M •'-;• � 'owi�r 1 , �»t��*�. 1"1.y:. 'N} p�- + . . .- « � w i��. '•-�. y HY • *. 6',a .' "' 4: ILaI x vi ,a7 UNPAVEI) PAVED AREAS AREAS PROVIDE C-6` 50. BY 4" CAST IRON COVER WITH < o• a 4- - THICK CONCRETE PAD WORD 'WATER' CAST IN TOP SURFACE. � 00 m I 11 IF SPEDFIED MOUND -- • fr REMOVABLE WAI-ERnGHT COUPLING OR FLANGE REMOVABLE THREADED 10.65" DIA. *6" DIA HAND TAMP BACKFILL- CAP WITH - MOUND DRAIN ROCK AROUND TOP SECTION 1 - DRILLED ORIFICE ��. TO PROVIDE 0.5' 12` D 1.P. -� SELECT COVER 6.' MIN. CAST IRON TOP SECTION c 12" MAX. NA 11Vf --24' DEPTH .LL.ECT GRANULAR �!- BA(XF1CL - BA('kt=ISL O 95X DENSITY VARIES, SELECT GRANULAR \� � -1 / i \ � \.��i\,. CAST IRON d^TTOM SECTION. -_/�� —ELEVATION PER SECTION BACKFILL O 90% DENSITY \-f'���i���\\ � ` SILT CONTROL GEOTEXTILE FABRIC 12" SO BEND DOWN MAX __ ,� � SELEC r 0" - -12" MINIMUM d`�� `,,y . GATE VALVE GRANULAR _ _ 4" PERF PIPE VALVE SIZE AND ENDS MATERIAL AS SPECIFIED ON PLANS 095X DRAIN ROCK DENSITY -._ LOJ-- -4 MINIMUM (1-1/2" - 0") . NuRrHEPLY POND 2 PIPE 10 a + 18" 4 I - 1 ' � GATE VALVE 3 ~' ELBOW RESTRICTOR �4_`_ TRENCH CH 1 TRENCH� - DRAIN -- - -- — 2 3 a SCALE: NTS C-7 N.T.S. � C— SCALE: NTS C-7 N.T.S. C—? It's E W W �---� 0 L4.j W WO O cL. � • Q — 0 C) BLOCK OUT LOCATIONS LOCATE M.N. COVER AS REQUIRED „j Q .� AND FRAME OVER c C' .T O LEDGE OF AT W I LEAST 12" IN WIDTH A w rRAME & GRA TE A5 SPECIFIED-BOLT DOWN k —_ F7_EXIBLE COUPLING + GROUT `�--- � - 2 REMOVE UPPER HALF OF PIPE INSIDE M.H. CAST-IN-PLACE BASE 12 0 SL 6�E 1 1 -1 o � x BELL SEC TION_ B ' N m DETENTION RESTRICTOP J DETE 0 ORIFICE DIAMETER _ STD. CAST IRON MA rCHED 64" MIN, SEE DETAIL COVER AND FRAMF� /�'FIN. GRADE � � OF S SECTION A'—A o 0 _.. �. ct w J OVERSIZED CATCH BASIN --'SET FRAME IN Q Q N PER USA DRAWING N0. MAX, 27" FROM — 370 WITH STEPS. TOP OF F7RST STEP NON-SHRINK NOTES: ALL PRECAST SECTION5 SHALL v' TO TOP OF CASTING GROUT CONFORM TO REQUIREMENTS OF �7 ELEV. 205.4 ELEV. 205.40 •F-LEV. 213.0 ASTM C-478. ALL POURED IN _ STANDARD 48"-_,-_` - -ECCENTRIC M.H. PLACE CONC. SHALL .HAVE A 28 •ECFV. 2 - — ,�. -�-_ �' TOP DAY STRENGTH OF 3000 PSI & LO PRO/\ 12.L ►�' _ M.. RISER f Ll � '-'' \ 2"-•4" SLUMP, � r STANDARD CAST IRON 3 I N-E s% i 48' FOR PIPE (PREFORMED / �N s,•si r oe d"I - -III= " PLASTIC 1 FRAME & COVER 204.4 p 1 _.I I 24 OR LESS -•--I 1 4r 2 CASKET \ WAIEPTIGHT PIPE PLUG `212.0--� I I I `- I m 60" FOR PIPE - OREGON A.C. OR FINISH GRADE Q - — 27" OR LARGER = MAIN (.INE 203.14 -- _ - - _ _ " DIAMETER r �- Q I ._� sro. M.I1. 4-112 X' 6" --- •2 1.53 J i__I I ___I i —® B FRAME & COVER �D ANCHOP BOLTS 2" SQUARE CONCRF_TE BLOCK - I t— B PAVEMENT ✓� � WITH ANCHOR BOLTS _- + F1N!SH GRADE FXPIRES' 12/31/94 PIPE 0 D. +I' -' 8' CLEARANCE SPACE =- CLASS "B" BACKFILL AS r VERIFY N R SET IN FRESH BETWEEN CO C �E SPECIFED FOR A MIN. OF 6" CLEARANCE CONCRETE e -� COMPACTED BLOCK AND PIr,-, AROI;ND CLFANOUT 1-21" OUTFLOW PIPE � GROUT \ I�-il cc, `� y 3/4"-0` �-PRECAST CONC. PACK OTHERWfTH FELT APPROVEDOR -�- 012" OUTFLOW PIPE 12" MAX. FOR \ \ `' O c �y't 'CRUSHED .� COVER ` vOCK ONDCONC. PIPE --- PREFORMED PLASTIC MATERIAL. - - 4" PE F. PI r7E FULL EN 1 y _ GASKET i _ CONCRETE _ L 1.E. 201.00 a UNDISTURBED U ENCASEMENT , 6'-G MIN, l= 8, MIN. EARTH •I.t. - 208.00 INSIDE DROP MAX. ' 2'-0" VERTICAL n - REMOVABLE THREADED CAP O.E. = 208.00 �-- -- - _-/ _ -- DISTANCE. r 7 IwVI. SIZE AS SHONN ON PIAN WITH GRILLED i 4 DIA. o IFICF rNb£R1 TO INVERT •'`� ,`�,. - 12" LAYER .FLAT_ TC FOR SHAD r _ _ COMPACTED MANHOLC OPTION 4.' • NORTHERLY POND SECTION A-A 314"-0") �r_`4 ;� _ -1�`/.•# BASE MATERIAL. ED m Y O �,T- i I - `` STANDARD STORM DRAIN MANHOLE --7 A STANDARD _uLE.ANOUT FLOW CONTROL ,`� I kUCT�r?E SE�, TION 6 )1 ST � � El o t — -- -- - ---—- —' — - —'— -- �,� --- -- -- ----- ---- 7 SCALE: NTS USA STD. DWG. N0. 010 & 020 C—7 ^l.T S. c. 7 St_ALE: NTS USA STD. DWG. N0. 010 & .20 C-7� 7 Y I � � m w A > - o W 4- cn �. u u ' Z 3 q SHEET 7/7 z 0 U Pacific Hwy,15532 Bldg C b W ELC 950242,7.88C/072H95 Vl 28029 1 �� �� I • ....�.. �. 4 �� .�i� • 5 `- 1 6 1 / 1 S y i If this nolice appears clearer than Ills d0cun1enl, file rl0cumenl is _° m11rI incl yual.i}'. 11��1 - 17 t4 nliin l;ni1�111111Nl1 1111 (t111�1111!(11111111111111111111l11111111111111111111ihililil111!Il1h11111111ilnlll111lnnlnl011Ill nIl�r111n►11111111111111111lII lill�lll!1111' i inn I1o•aj �c- VPF L y o � by'- 8 GUY ALL CONIFERS :JS1NG • r o + � \ \ \\ EQUAL MATERIALS. i \ I s \ \ REMOVE BURLAP i1 TWINE � r .15 \ \ i ROM TOP OF BALL AFTER STAKING. �� r M.�_. ��.-! \ \ _MULCH CIRCLE WATER BASIN ? •� �m I �� \ \\ \ ! 1 1/2' MIN. DEPTH. • o u �. \\ MIN. 24' WIDEBARK MULCH / \ T C lriCLE IN TORF AREAS. / h BACKFILL SOIL MIXTURE URE b • a I a � \\ \� :,? '•�;- FERTILLIZER AS SPECIFIED. _ L 4..I SCARIFY WALLS AND BOTTtDNt — 4 1 OF PLANTING PIT. \ \ \\ *2 x DIA. OF ROOT k&4L ka • I �� ty -ER TREE_ PLANTING- DETAIL. i - '° '� B �. - / _.- 4 PGG • , \ v _ N.T S -- I � '�'1� ..1'"{ FG ''.�Iv ..j•, is h� , ';� -- L'i n,Ll �.tG �W.:.H G►•1b�-,. /� -. — - - � - I c.� L Li AP U 1 = T �I i.0l�� �� 1 FM l•1�+�- - > yr -1 sz -�, dI TREE WRAP Fac t1 "a O-ND TO � / / � 1` NI t `IN � � hr F • FIRST MR W_k / r " �^-(1I �c: 5J3 DF b• 3T • � I � � f,( r..J_�' � I � - � ��y ��\ V -j DO NOT P£NE TR.tT c ROOT BALL � - — -.—.�--- --- — — /'`' —_ / � ' ,l- l WITW STAKES. GRl• 5 j' MK C_ \ \ I /� / r •` t TREE etas I ~I 5e - i .• - -- ( F Q I I { e sheet C 2 for irrigatio water meter lotion. 1 fs — W --J REthCYC DUVLAP AND T:,INE'FW)rT I T -°) PM r I / T,'Jf> 113 CF BALL AFTER jiAKa•Yj •i:L .� REMOVE ALL T11NE ARC ND 15.:4E I , 1 - - \ �, AP L OF TREE rR.T•C T,r :..E F. T I , R5 t!lR:.r.,CH. F'L AC E RDOT 15AL` Ar rC4.Of I.1LL Z J C) { LATER T r - - I'tl1LGN CIRCLE 'L'A7�Q B•ZtiW4 TVW AREAS ,rN 2• AI--ROX. ^DEPTk!'illy I4• DIA °!"W MLCm C:RCLE I ------ \ ! -�-- d __ cam•• � Y I --- — IiD !SOIL MIX CACKFILL AS SMECIF EC SCAJlI" WALLS AND B01'OM of , ( - PL/UNTINCi PIT. i I t--- - —confinUnUti cil t�Lfll at ;.1 �� ng parking lot. W c t 2 X OIA OF + ; - - I 'Future ~ ROOT BALL I ut I • rk ng improyQments - --- - — _ — ; , I ark � / UO NGf pram trees in bottom of 0 swale. plant trees on sloped side LL C nearest to the parking iot 'REE PLANTING DETAIL l --_ .. L I 1 ��� F :� :,,..�,,.ti �•�_� Hi PLANTING LEGEND: �.. / .. -6,p SYMB01_ ,,TY BOTANICAL NAM[: I COMMON NAMG. SIZE: ARLAJ E 23 Q c II / A iS •icer platait„►d•s 'L.m>r,ald Vuren' EmetNd� Maple 2' Cali B&li \ � �, �.�••� CDE i 1 "c•tJru>cJL.('it re" Ir1CtYlYt t tY1ar 6'-7' Ht. B&B \ __� GT !K rle�litsia triacnathos'Skyiine' Skyline Honeylocust 2" Cal. B&B PC 26 Pinus contorta ---- Shore Pine 6' 7' 1. B&B _ ` r (' ''r Ps `► Nrunus serrulate 'Shuotac' Mt. Fuji Flowering C'herry�- ._ 2" Cal. Bin { �„ ��T�, PCC - ��. Future 1 � kir h Pyrus calleryana 'Chanticleer' �hantidcer Flowerinb Pcar Cad B&B y + w rp 2 Quercus rubra �•,�� r ;onh•%Rod Oak 2" cal. �!&B` a,.40nG 1m V�ements. i ; - c. ,— 1'M --- I I I 31 5 Ira�unl„ rYln,�I Varq(aeony \ y C. � `` ,� I fttlCl{AJ , AH 81 Atalra 'Hiro crimson' Ifino-Crimson Azalea 15"-Ig" SI;. Container 1 BCF' 128 Berberisthunbergh 'Crimson m 1 / '� ,? •' EA Pygmy' Crirncnn Pygmy Barberry 2 Gal. Container , f., 26 Euonymus elate 'Cllmpacla' Dwarf Winged Guonymus 5 Gal. Container � � •; , ort::�a, w 115 Ilex crenate 'Green Island' Green Island Hotly 2 Gal. Container PF 13a Phot,nia frascri Photinia 5 Gal. Container I / ►% 1 F Iso 146 Pinus mugo 'Muga' Dwarf!Hugo Pine S Gal. Container � y t Rl 19, Rhododendron 'lean Marie' lean Marie Rhododendron 18"-21" Ht. Container •' RU 52 Rhododendron 'Unique' q Unique Rhododendron 18"-21" Ht. Container _ - VD 's Viburnum davidil David Viburnum 2 Gal. Container ` , G ! VT 71 Viburnum tutus 'SnrinR Bouquet' Spring Bouquet Vihurnu11l 5 Gal. Container ` �`\��. , / '4'!'�•�'-- � --Z is� - -- CD As Req'd. Hype easter dlycinu 'Coral Be«nty' Coral Beauty Dammeri Cotoneaster I Gal. Plant 30' o.c. - -- z HC As Req'd. Hypericum calycinum St, Johnswort 4"Potc \ / HH As Req'd. Hedera helik Plant Is" o.c. English Ivy 4" Pot Plant 18" o.c. 1 IW, �`R•r(d Seasonal Color (Owner Approval of cont. sciection) 4" Pots Plant 12" o.c. fii ( I I �N A . _ANTING NOTES: c I Landscape cantractnr shall provide and place topsoil in sufficient quantitiesto construct eatttt berms where ntflleda:, Ian. Slope herm.c � -- •• � \ as noted on plan. 2. Contractor shall provide and install a fully operational sub-irrigation system to ensure coverage to all new landscape planting areas. � o I Coordinate backflow location ;as noted) and controller plaremrnt(s) with related trades. Sec specifications 02810. \ tp aµ t f I n� oc" ' Q, 1 See Seeding specification 02930 for seeding materia(information. SCALE 120 � tI• � --- _ � // / G \ \ 1 �t_ Nur v�-- ,` ;t (� r- ( FEET ) 'J \\ , � m 1 Inch = 30 ft, / / l _ - Ar Lfij 4 P �- ' II "�Dl L� LC95HN'Y' 155'1? Bldg.C / \ LAI�V "of 242SHF ET 11 A ,r•nrcio�2ess ! �— -- 2 3 / , g / ' 19 � � �.F. worm �.\ ...•. ,� -- 1 9 , .. Ir I If this 11olice apllear..s 1(c;ircr 111;111 II.e document, the docu11te111 is of niarl'inv:: low LII !I 1{I���IIII ` I!!�F��IEI�i { 1�1�III�1111111 IIIIIII�tIIII I IIIIIII�IIIII I IIIIIII�IJ1(I I IIII►I��IIIII illllll�lllll ►III►Il+tl�alt _ '�llllnl IIIIIIH{Iltllltll lll�h{ .. 1�'i{,1�1I{IIIII!i Illllllllllllllllllllilllllllllllllllllllllllllli Illllllllllllllllllillllllllllllllllllli+llIIIIIIIIII!IIIIIIIIIIIIIII Ir!l�llll IIIIIIIIIINII��I 1111 I�11• �111tt111 j •, �iWlt