Loading...
Plans (82) PLM2O19-00393 - 444.4V- c7 pppp����Rw- 3 f t err• 2 , ,,, va �� y,: , FOR 0 7) s�� 2o�g ', /29f4,1 * LANDLORD WORK . AT TIGARD TOVIINE SQUARECid .tiV�soQN' . ; BUILOd �° � J T L ,4ND / . SC N M I D T ARCHITECTS. Pyr IN PREPARATION FOR FUTURE TENANT IMPROVEMENTS ., 3i,11 SAL HOOD AVE_ SUITE 200 PORTLAND, OR 31239 (503) 220-5511 . 16200 SW PACIFIC HIGHWAY' FAX (503) 220-85IS TIGARD OR 97224 PROJECT TEAM ' OWNER/LANDLORD : CIVIL/STRUCTURAL ENGINEERS HELSIN IDLDINGS VLMK ENGINEERING 4 DESIGN JOI-IN BELANIC- BRIAN DURAL (CIVIL) I-lESL IN HOLDINGS, INC. STEPHEN STENBERG (STRUCT.) 23421 SOUTH POINTE DRIVE, SUITE 210 3933 SW KELLY AVE LAGUNA HILLS, CA 92653 PORTLAND, OR 91239 217 P: 949 291 4400 X 304 P;503-222 -4453 IP F: 949291 4483 JOINeHESL INFOLD INGS GOM WWW_HE SL INHOL D 1NGS.COM Ill ,,,. IOC ARCHITECT : MEP ENGINEERS TILAND/SCHMIDT ARCHITECTS, P_C, MKE & ASSOCIATES imum%4C FRANK SCHMIDT 41,4HANK E3ARLEEN (ELECTRICAL)�-, 3611 SW HOOD AVENUE, SUITE 200 STEVE KU SS PORTLAND, OR 91239 (PLUMBING/MECHANICAL) 10111110 P:503-220-8511 /0915 SOUTHWEST MACADAM AVE, jtik F:503-220-8518 SUITE 200 01 1.,N- PORTLAND, OR 91219 F:503-592 -1188CI) QPG I GENERA L NO TE5rift SHEET INDEX : LIU 51) til w 5 r 4� � ��' 1. ALL WORK AND MATERIALS SHALL CONFORM WITH THE 9_ IF THERE ARE TRENCHES OR EXCAVATIONS FIVE FEET 2L CONSTRUCTION DUST CONTROL, DURING CONSTRUCTION e t o r � !IQ'SW DURHAM RD _ �C APPLICABLE STANDARDS OF THE 2014 OREGON STRUCTURAL (5'-0"�, OR MORE IN DEPTH INTO WHICH A PERSON IS DUST CONTROL MEASURES SHALL BE REQUIRED. GRADING i SPECIALTY CODE, A COPY SHALL BE MADE AVAILABLE AT THE REQUIRED TO DESCEND, CONTRACTOR SHALL OBTAIN WILL BE DISCONTINUED DURING FIRST-STAGE SMOG 041%0 PROJECT SITE AT ALL TIMES BY THE GENERAL CONTRACTOR, NECESSARY PERMIT FROM THE STATE OF OREGON OSHA ALERTS AND SUSPENDED DURING PERIODS OF HIGH WIND I TITLE SHEET 0 Jy � INCLUDING AMERICAN WITH DISAB[L[TIES AGT CA.D.A.) PRIOR TO ISSUANCE OF BUILDING PERMIT, (I.E. OVER 15 MILES PER HOUR). ALL HAULING TRUCKS T0.0 0 CC SITE Ak�Q` REQUIREMENTS OREGON PLUMBING SPECIALTY CODE OREGON SHALL NAPE LOADS COVERED OR WETTED AND LOADED Q k MECHANICAL SPECIALTY CODE, OREGON ELECTRICAL 10. CONTRACTOR SHALL VERIFY, IN FIELD, ALL ELEVATIONS, BELOW THE SIDEBOARDS TO MINIMIZE DUST_ (APPLIES TO CIVIL Z SPECIALTY CODE, AND LATEST EDITIONS AND OTHER FLOW LINES, EXISTING CONDITIONS, AND POINTS OF DEMOLITION, GRADING CONSTRUCTION) G40 NEW WATER SERVICE PLAN AND DETAILS �" AT "AMENDMENTS AS ADOPTED BY THE CONNECTION WITH ADJOINING PROPERTY. ANY 1 APPLICABLE STATE NTNG CITY OR COUNTY, AS WELL AS LOCAL GOVERNING DISCREPANCIES SHALL SE CALLED TO THE ATTENTION OF 22, THE CONSTRUCTION SHALL NOT RESTRICT A FIVE -FOOT COVER AGENCY ORDINANCES, LAWS, RULES, REGULATIONS AND PROJECT THE ARCHITECT BEFORE PROCEEDING WITH WORK CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR ARCHITECTURAL 'r N CONDITIONS OF APPROVAL. NOTHING IN THESE DRAWINGS SHALL CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION POWER DISTRIBUTION FACILITIES (POWER POLES, BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE FROM THE ADJOINING PROPERTY OWNER PRIOR TO PULL-BOXES, TRANSFORMER, VAULTS, PUMPS, VALVES, Alm SITE PLAN i rat „,,,I 0 N 'i CODES, STANDARDS OR REQUIREMENTS. COMMENCING ANY WORK WHICH REQUIRES USE OF, OR ANY METERS, APPURTENANCES, ETC.) OR THE LOCATION OF k- 1 VICINITY MAP , 1�� IMPROVEMENTS TO THEIR PROPERTY. NOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN 2_ A SEPARATELY BOUND PROJECT MANUAL / SPECIFICATIONS AND FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES A4,I PROPOSED FLOOR PLAN • rift. Cr) NTSREFLECTED CEILING PLAN (I LL,1 "� THE OWNER'S SCOPE OF WORK ARE A FART OF THESE DRAWINGS 11. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY IBC AND ARE LOCATED ON THE PROPERTY_ FAILURE TO COMPLY 442 PROPOSED • - Cr SMA T 4DIRECTION, (I) FIRE MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL 443 PROPOSED ROOF PLAN L 0 AND CONTRACT DOCUMENTS. INCLUDING THE OWNERS, RLOCATE PER FIRE MARSHALL'S FINAL INC.,"GENERAL CONDITIONS OF THE CONTRACT FOR EXTINGUISHER PER 3,000 S.F. OF BUILDING. AREA WITHIN EXPENSES. 0 CONSTRUCTION". LATEST EDITION, WI1CI-I IS MADE A PART OF 15'-0" TRAVEL DISTANCE BETWEEN EXTINGUISHER. Q A rift login iq THESE DRAWINGS AS IT APPLIES TO THE OWNER, CONTRACTOR, EXTINGUISHERS UL RATED-4A 23_ A LL APPROVED SEISMIC GAS SHUTOFF VALVES WILL SE A5J EXTERIOR ELEVATIONS • 13•4AND ARCHITECT AND ALL MATTERS PERTAINING TO THE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM CONSTRUCTION WORK IMPLIES FULL ACCEPTANCE OF THESE 12, MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED A6.4 FALL SECTIONS AND DETAILS ® _ Iftft LL cc GENERAL REQUIREMENTS_ EXT. AND INT_ WALL PENETRATIONS FOR MECH, ELECT, TO THE EXTERIOR OF THE BUILDING OR STRUCTURE 'ICC PLUMBING AND COMMUNICATIONS CONDUITS, PIPED AND CONTAINING THE FUEL GAS PIPING. COMMERCIAL STURGTURAL 0 CC Ch q\C IT THE SITE, FAMILIARIZE HIMSELF WITH SIMILAR SYSTEMS PER INTERNATIONAL BUILDING CODE ADDITIONS AND WORK MAY REQUIRE SEPARATE LT czo (4, 3. CONTRACTOR SHALL VIS E CI EXISTING CONDITIONS AND REVIEW AND UNDERSTAND THE SECTION 1_ APPLY APPROVED FIRE STOPPING MATERIAL PLUMBING PERMIT -- err REQUIREMENTS OF THE CONSTRUCTION PLANS AND OF THE WHERE REQUIRED TO MAINTAIN FIRE RESISTIVE INTEGRITY 50.0 STRUCT. NOTES_( PARTIAL O _ CI loft CONTRACT DOCUMENTS_ CONTRACTOR IS RESPONSIBLE TO 24_ WHEN ARCHITECT AND CONSULTING ENGINEERS DRAWINGS I FRAMING PLAN OF RATED ASSEMBLIES. -- - Et � v.."VERIFY ALL EXISTING ON-SITE AND OFF-SITE CONDITIONS AND STANDARDS DIFFER, THE MOST RESTRICTIVE SHALL 1 51.0 HVAC ENLARGED FRAMING • ,1--. INCLUDING ALL DIMENSIONS, GRADES, ELEVATIONS, SOILS AND 13, CAULK AND SEALANTS - USE PRIMERS AS REQUIRED BY PREVAIL, UNLESS THE G.C. OR HCS SUB-CONTRACTORS PALNS DETAILS EARTHWORK CONDITIONS WITH RESPECT TD THE WORK MANUFACTURER. BACKING RODS OR TAPE AS BRING THEM TO THE ARCHITECT'S ATTENTION DURING THE .41 DESCRIBED ON THESE CONSTRUCTION DRAWINGS THROUGHOUT RECOMMENDED BY MANUFACTURER_ USE POLYURETHANE BID PROCESS. C.) INC THE DURATION OF CONSTRUCTION, ANY DISCREPANCIES AND/OR SEALANTS AT CONCRETE FLOOR AND SIDEWALK JOINTS. MECHANICAL/PLUMBING/ELECTRICAL UNEXPECTED CONDITIONS THAT EFFECT OR CHANGE THE WORK ALL OTHER LOCATIONS USE POLYSULFIDE OR SILICONE. 2C7. A COPY OF THE EVALUATION REPORT AND/OR CONDITION IRX DESCRIBED HEREIN SHALL BE BROUGHT TO THE ARCHITECT'S OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. MT0.0 TITLE SI.4EET eW ATTENTION IMMEDIATELY UPON NOTICE. CONTRACTOR SHALL NOT 14. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED PROCEED WITH ANY OF THE WORK IN THE AREA OF SERVICEABLE THROUGHOUT THE ENTIRE CONSTRUCTION 21. STOREFRONT, SPANDREL, AND ELECTRIC SLIDING ENTRY e cli 14,. CS DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE PERIOD. ALL CONSTRUCTION WORK PROVIDED FOR HEREIN DOORS SHALL COMPLY WITH THE REQUIREMENTS OF Ply PLUMBING SCHEDULE 4 DETAILS RESOLVED_ IF THE CONTRACTOR CHOOSES TO DC SO, AND FAILS IS TO BE CONSTRUCTED AND FINISHED IN EVERY PART IN INTERNATIONAL ENERGY CONSERVATION CODE, SECTIONS P2.1 PLUMBING DEMO FLOOR PLAN TO NOTIFY THE ARCHITECT IN A TIMELY MANNER, THEN IT IS A GOOD AND SUBSTANTIAL MANNER AND IN ACCORDANCE C303 AND C402. PRODUCTS SHALL NAVE NFRG RATINGS_ P4,1 PLUMBING FLOOR PLAN .� UNDERSTOOD, THAT THE CONTRACTOR SHALL BE PROCEEDING WITH THE DRAWINGS AND SPECIFICATIONS, THE FULL INTENT AT HIS OWN RISK AND WILL ASSUME ALL LIABILITIES AND INCUR OF THE SAME. ANY WORK REQUIRED BY LAW, BUT W1ICI 28. IT SHALL SE THE GENERAL CONTRACTOR'S SOLE ACCEPTANCE OF OF THE SPECIFICALLY MENTIONED HEREIN SHALL BE RESPONSIBILITY TO ENSURE TI-IAT ALL PERMITS ARE M1.0 NvAG SCHEDULES 4 DETAILS ALL COSTS TO RESOLVE THE ISSUE TO THE MAY NOT 8E SPE L ARCHITECT, OWNER AND/OR GOVERNING AGENCY. WRITTEN PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH ATTAINED AND ALL APPLICABLE CODE REQUIREMENTS M2.I HVAC DEMO FLOOR PLAN • 0 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON THE THE LAWS OF CITY, COUNTY, DISTRICT, OR STATE UNDER AND REGULATIONS ARE MET FOR MECH., ELECT, AND M4.I HVAC FLOOR PLAN DRAWINGS. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL BE WHICH JURISDICTION WAY COME AND COST SHALL BE PLUMBING WORK. THE OWNER WILL PAY FOR ALL OTHER M42 HVAC ROOF PLAN , iftial SW DURHAM ROAD RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS REQUIRED BORNE BY THE CONTRACTOR. ANY SUCH EXTRA WORK CHARGES, FEES, OR COSTS CHARGED BY THE BUILDING DUE TO HIS FAILURE TO DO SO, COST OF CORRECTING WORK SMALL BE PERFORMED IN CONFORMANCE WITH TIE PLANS, AND CONSTRUCTION DEPARTMENTS, UTILITY AGENCIES OR E1,0 ELECTRICAL PLAN y' - EASED ON MISINTERPRETATION BY CONTRACTOR OF BOTH AS TO THE MANNER AND APPEARANCE. ALL WORK PRIVATE COMPANIES W1-11C1-1 REQUIRE SUCHCOSTS PRIOR I - - �::Y :.: }:a::, ., :,T' Y I. UNREPORTED DISCREPANCIES SHALL BE BORNE BY THE , SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT TO INSTALLATIONS. 111‘ °frz'L a.' CONTRACTOR. EDITION OF ICC., AS REQUIRED BY GOVERNING AGENCIES. FOR REFERENCE ONLY I 1111IIIIIIIIIIII � 29, REPETITIVE AND TYPICAL WALL SECTIONS, FINISHES, AND vISIT THE SITE PRIOR TO COMMENCING WITHR2.1 DEMO FLOOR PLAN 0 IX 4_ CONTRACTOR SHALL V S 15.' SOLELY AS A CONVENIENCE TO THE OWNER, THE DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR THE WORK TO DETERMINE IF ANY UTILITIES ARE REQUIRED TO BE ARCNITEGT MAY INCLUDE DOCUMENTS PREPARED BY ON PLANS, ELEVATIONS AND SECTIONS. REFER TO R22 DEMO REFLECTED CEILING PLAN • REMOVED AND RELOCATED AND SHALL NOTIFY, IN WRITING, THE CERTAIN OWNER'S CONSULTANTS / VENDORS (OR DETAILED DWG%. CONTRACTOR TO PROVIDE AS IF DRAWN > 3 *.,) R2.3 DEMO DUCT WORK PLAN _ � 11111111 I ARCHITECT AND UTILITY COMPANY. CONTRACTOR SHALL FIELD INCORPORATE THE RECOMMENDATIONS OF SAID IN FULL_ R23 DEMO ROOF PLAN • e , cd VERIFY AND INCLUDE ANY AND ALL DEMOLITION NECESSARY TO CONSULTANTS / VENDORS IN DOCUMENTS PREPARED BY ,„:-,.. ..- \...J COMPLETE ALL IMPROVEMENT WORK IN THE CONTRACT AND THE ARCHITECT) WITH IN THE SET OF DOCUMENTS ISSUED 30. CONTRACTOR TO FRAME ROOF OPENINGS FOR HVAC AND R3.1 DEMO ELEVATIONS _ NECESSARY PERMITS TO PERFORM THE - SHALL OBTAIN ALL BY THE AIRGHITECTf IT BEING EXPRESSLY UNDERSTOOD OTHER MECHANICAL OR ELECTRICAL WORK WHERE R6.1 DEMO/EXISTING ROOF STRUCTURE +� ..,") PROJECT WORK OPERATION AREA A PART OF THIS CONTRACT, THAT, BY' SAID ISSUANCE, THE ARCHITECT ASSUMES NO REQUIRED, CONFIRM W/ STRUCTURAL ENGINEER SHOULD R62 DEMO/EXISTING BUILDING SECTIONS • LIABILITY FOR THE SERVICES OF SAID CONSULTANTS / UNITS MOVE FROM LOCATIONS NOTED. R6.3 DEMO/EXISTING WALL SECTIONS +� r- 5. THE PLUMBING, MECHANICAL, ELECTRICAL, REFRIGERATION, AND VENDORS_ R8.1 UTILITY PLAN 0 DECOR DRAWINGS ARE SUPPLEMENTARY TO THE 33, ALL OPENINGS TO BE CAULKED, SEALED, OR f ` 16_ CONTRACTOR TO REFER TO OWNERS CONSULTANT'S / WEATHER-STRIPPED_ ALL FLASHING AND ARCHITECTURAL RS2 UTILITY PLAN 4 DETAILS r 2-� ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF ' THE GENERAL CONTRACTOR TO CHECK WITH T1-4E ARCHITECTURAL VENDOR'S DRAWINGS FOR COORDINATION AND SHEET METAL TO BE MINIMUM 24 GA. PRE -FINISHED I0`-0" DRAWINGS BEFORE T1-4E INSTALLATION OF PLUMBING, RESPONSIBILITY OF WORK UNDER HIS CONTRACT. LENGTHS, PER SMACNA MANUAL UNLESS OTHERWISE NOTED, MECHANICAL, REFRIGERATION, ELECTRICAL WORK OR DECOR, I f ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE 11, ALL FLOORS IN PUBLIC AREAS SHALL BE OF NON-SLIP 34, GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH CONSULTANTS' DRAWINGS SHALL BE BROUGHT TO THE SURFACE IN COMPLIANCE WITH DEPARTMENT OF HEALTH AS PANES IN DOORS, GLAZING WITHIN A 24" ARC OF A ARCHITECT'S ATTENTION FDR CLARIFICATION, AND WORK SERVICES CODES OF THE STATE OF OREGON. DOOR OPENING, IGLAZING WITHIN 18" OF THE FLOOR (AND IS INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS OVER 9 SQ. FT_ PER PANEL) SHALL BE TEMPERED GLASS �/ SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS IS, ALL CONTRACTORS, SUB OR GENERAL BIDDING OR OR LAMINATED SAFETY GLASS PER IBC SECTION 2406.3 OFFICE COPY OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER, ARCHITECT, CONSTRUCTING ANY PORTION OF THIS PROJECT SHALL BE .--)„.„..„.4-- />--i / CONSULTANTS. HELD RESPONSIBLE TO REVIEW AND INCLUDE IN ANY BID 35. GLAZING - PROVIDE GLAZING PER IBC AND LOCAL REVIEW/ INFO OR LAND USE �� II ��I ������ ���� . <:.:-'''''''' / SUBMITTED ALL OTHER DRAWINGS AND SPECIFICATIONS JURISDICTIONAL ENERGY CODES_ INSULATED UNITS SHALL 114,1111 ����� ' ��`4` ���, I .. ABBREVIATIONS THROUGHOUT THE DRAWINGS ARE THOSE IN WHICH FORM A PART OF THESE CONSTRUCTION DOCUMENTS BE CLASS 40 GLAZING WITH LOW ARGON GAS. PROJECT NO. 41111I-it �' , � � COMMON USE. ARCHITECT WILL DEFINE INTENT OF ANY QUESTION, INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL GENERAL MINOR MODIFICATION LAND USE REVIEW - RECORD • MMD2019-00012 �g �� ;; NOTES, STRUCTURAL, AIR CONDITIONING, PLUMBING, AND 3�_ VAPOR BARRIER:3- ONTINUOUS APPROVED VAPOR1. ALL COST FOR NON-STRUCTURAL RELATEDINSPECTIONS, AND ELECTRICAL AND EQUIPMENT PLAN AS MAY APPLY TO BARRIERS SHALL. 8E INSTALLED ON THE HEATED SIDE OFCITYOFTIGARDs .. I_ >! TESTS SHALL BE THE RESPONSIBILITY' OF THE GENERAL ALL THERMAL INSLATION INSTALLED. NO KRAFT FACED DATE,. SAID TRADE. Approved � 5-1"i-2019I 1 I CONTRACTORUNLESSNOTEDOTHERWISEINTHESPECIFICATIONSINSULATION ALLO ;C. CoE�ditionallyApproved [ pR,q� gY ;r- / // / / PROJECT MANUAL. 19. PROVIDE SECURITY ANDSAFETY BARRICADESASSee Letter to: Follow [ ] f,.fEg I -- --� REQUIRED. 31. PRE FORMED WER BARRIERS SHALL BE PROVIDEDAt►ached CHECKED g1' 1. . pC,M �1Q-UO3 3 ✓ "" "� NT ACTOR STALL PROVIDE PUBLIC PROTECTION TO Permit Number ti� FMS S CD R AT ALL PENETRATS SUCH AS ELECTRICAL JUNCTIONAddress: l6� �S.w• �.,c.:f, �'YPERSONSANDPROPERTYDURINGCONSTiR'UCTIONAS20. DD NOTSCALEDRAWINGS. TECONTRATOR SHALLUSEBOXES, I-{OSEBIBOOF DRAIN OVERFLOWS, ETC._ By; (2..1 Date: ��1Q f` REVISIONS NECESSARY PER CITY OR COUNTY CODE REQUIREMENTS. DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD �` �"{'i�"`' CONTRACTOR SHALL ASSUME SOLE AND COMPLETE MEASUREMENTS, NOTIFY THE ARCHITECT IF ANY RESPONSIBILITY FOR ALL JOB SITE CONDITIONS INCLUDING THE DISCREPANCIES ARE FOUND. Gf! - SAFETY OF PERSONS AND PROPERTY AND THEIR PROTECTION ; ,' FROM DAMAGE, FIRE, INJURY OR LOSS, INCLUDING COMPLIANCE WITH APPLICABLE D.S.I-I.A. SAFETY STANDARDS, THIS REQUIREMENT SHALL INCLUDE SUCH PRECAUTIONARY MEASURES TO PROVIDE AND CONSTRUCT TEMPORARY CONSTRUCTION FENCES, COVERED WALKWAYS, (AS REQUIRED BY THE CITY) BARRICADES, SCAFFOLDING, ETC, AND SHALL APPLY CONTINUOUSLY DURING THE COURSE OF CONSTRUCTION OF TI-IISPROJECT AND NOT BE LIMITED TO NORMAL WORKING HOURS. IT IS I� 4'111 UNDERSTOOD THAT THE ARCHITECT AND CONSULTANT' JOE SITE 19t(d� Aim - Cover sac 0 A 1 , I OF THE CONTRACTOR'S OBSERVATIONS ARE NOT INTENDED TO INCLUDE THE ADEQUACY SAFETY MEASURES_ THE CONTRACTOR 1 1 SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR I ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON ../. 1 THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE LOC ,,,,%,,,, SOLE NEGLIGENCE OF TI-IE OWNER, ARCHITECT, OR ENGINEERS, 1../ A TION PLAN NTS , " 1 UTILITY NOTES ------ -- ---- , , 1. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE / 33' TILAND / 2" BEHIND' SIDEWALK SET FORTH IN OAR952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN READ _ __ OR :BEHIND CUM ; COPIES OF THESE RULES FROM THE CENTER BY CALLING 811 OR 1-800-332-2344. �--• . M WHEN NO.'SID WALK 1F YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL / A R C H I I E C I Si P.G. CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT (ec, .:______.. ti MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL / _� 3611 S.W. HOOD AVE_ - � /�`� \ f � � J I1 i I I I I I I f SUITE 20� .x OR h 7: 2" 811 OR 1 800-332-2344. I ! — L F'ORTL AND, UI 9"00 1./2"' �� � � �� ROTOCAST METER ��� � II1I � 1IfI1L. 7::::;_liiliSHWILDIRHAM � T - CND, IR 912 9 METER R 1 "X Q" � .Ll '' 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW / / —_ _ EVERY OFFSET, BEND OR ELBOW REQUIRED OR INSTALLATION OF THE UTILITIES �� �_ L\\\\\ — FAX (503) 220-8518 SHOWN. THE DRAWINGS DO NOT DEPICT EVERY DIMENSION, COMPONENT PIECE, -, P 12 E) 1-,? C, ,.. ---3 C,�.' • , IT;'_I i, '` i.i, , , *.,/ ' ,, ' ..„ \. ':;` A ir .-- 41 SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL I - ,,� v l,'1 �* ' rei ;• rf°°'t a'� ��� a., LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING I .,.,_ / / �/ �� -� VLMK : '� fav�; :ale CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING , - L) P P% ' �I�II r' UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE !l� ' p =____ ' .�_ ,a. VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING I } �j/ �/ �/ y _ ▪ '• ; , ,;",`�"• ;` s:' _,. - .; SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE / / /f y _ FSG:.X PR PIE .. .. / / _ BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF / c y� ! _ ENGINEERING + DESIGN ;� ?+ ; i ,.--- .--- ../, / 3933 5W Kelly Avenue THERE ARE ANY DISCREPANCIES. / � � � -;,,1-2 � • � y � "` / Portland,Oregon -97239 M. TAPPED: AND PIPE ZONE BACKFILL SHALL BE PER"PIPE TRENCH EMBEDMENT �f y /. 503.222.4453 3. BEDDING A ./ / �/ / / vLMK.caM •� .TEE. DETAIL, SHEET C10i � �/ .# 41II,� '1t ,ter �� C O I� �? fit! L� 5/20/19 TYPE. - - 4. CONTRACTORS SHALL CONTACT CITY OF TIGARD PUBLIC WORKS AT LEAST 2 _ PPR .PIKE S���E� PRpF BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL ( ) \������ 1---- �_I I ta„ „ „ AI 1 I I I 1 I I I I , ��G I� D� 1 .P. i 5. THE MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER LINES & PUBLIC I / '.1 11643L-. __ \ PLANET 16 AR G 4\1 rA MAIN. UNE WATER LINES SHALL BE 10-FT. 4 g v Q.CPIRto- (_] \ \r FITNESS _ SA , AS I "CEI 6. EXCAVATED SEWER TRENCH SPOIL MATERIAL SHALL BE TESTED AND LEGALLYj/P25,5OD S.F. �� DISPOSED OF AT A PROPER LANDFILL OR OTHER APPROPRIATE LOCATION. R,qN M. D�oP 2# MFT : ;COMPRESSION C08 /_,,,_,,0 ��\��\\\� — y/ SHALL BE PROPERLY SHORED AND \\ _ ��'� 1 EXPIRES: 12/31/20 19 I 1. 7. ALL TRENCH LINES AND EXCAVATIONS r "� BRACED TO PREVENT CAVING. UNUSUALLY DEEP EXCAVATIONS MAY REQUIRE / - r--\ EXTRA SHORING AND BRACING. ALL SHEETING, SHORING, AND BRACING OF — s is TRENCHES SHALL CONFORM TO OREGON OCCUPATIONAL SAFETY AND HEALTH i i�► a\\\\\\\ \\\\\\� . , I 1 1 I -A5 LILI DIVISION (OSHA) REGULATIONS AND THE CITY OF TIGARD STANDARD I CONSTRUCTION SPECIFICATIONS. — t714N.' N1-1 1111 -1 COORDINATE WITH PRIVATE UTILITIES FOR 8, CONTRACTOR SHALL NOTIFY AND COO / L \\\\�� `�\� i•• M- MOM -- mm MOM "" — fit �. .' RELOCATION OF CONDUITS, POWER POLES, VAULTS, PEDESTALS, ETC. L. J 1> :CONTRACTOR T IN TAL: Md• TAPPED 2" TEESAT .SO' ANGLES / .� 4E: E L{ CATI. NS, H ICN i' LEVEL. 9. ALL EXISTING FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR UNLESS I `\ \�\ .. rs SANK,E 2" METER SHALL HAVE 24" Mi mpm ( sT $E "i'':a OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS \ \ iliZ Ed' IE TAP INSTALLATIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWISE PROTECT EXISTING UTILITIES a 1 11101111 MAt K I fYA Thit METER:.:BOK NEEDS TO • AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL .� }F` IviE'T�1� IS L,G ,ATEp '1�1 :��DE�41 .. ,, , „ ,. LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION. CI BE 2� �t�7 � t�lTgA� '� 1F TWO �R�. BANKED 'THEN THE ANGLE �T�P� pi7\ , „(< y t,NEP., TG E AT A : iNIM;IUM �O•F ,,t',1� 7 A4p �R`I, 10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE & DEPTH OF EXISTING UTILITIES. NOTIFY ENGINEER IMMEDIATELY OF ANY \\\�\`\ V DISCREPANCIES. �v\ \\ CI) 11. ALL DOMESTIC (POTABLE)WATER SERVICE LINES OUTSIDE OF THE BUILDING i DENOTED "DW” SHALL BE SCHEDULE 40 PVC OR PVC C900 CL150 UNLESS \\\ I OTHERWISE NOTED. FIRE WATER SERVICE LINES OUTSIDE OF THE BUILDING alp \` \ �, DENOTED, "FW", "FDC" SHALL BE PVC C900 CL150 UNLESS OTHERWISE NOTED. 9Ok P#'YiCy. 1 :: I=» Z a . ..Z NES IS TO BE 36 INCHES AS MEASURED FROM el III, E OVERALL SITE PLAN 1" = 100` . . ,,,,,: 12_ MINIMUM COVER OVER WATERLI � i ra c 1 'DWG: ARATlON BETWEEN \\\%%%.VAll ilmi I + FINISH GRADE TO TOP OF PIPE. MINIMUM VERTICAL SEPI i >: i1+�,Fs�rt�; +� WATERLINE AND SAMTARY SEWER AT A CROSSING 15 18 INCHES. SANITARY ' fora.L......rummillimm....J v ' � '� V 1: SEWER AT WATERLINE CROSSINGS WITH LESS THAN THE MINIMUM VERTICAL TI CARD ' .fit + . `\.\.\;\.\,\\.\\\\\\\\ I S 100 0 100 200 300 t Liliel SEPARATION SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH WATERTIGHT JOINTS. IN SUCH CASES THE 18-FOOT LENGTH OF SANITARY SEWER SHALL BE iib CENTERED AT THE CROSSING. 0 . . 13. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE L. . . .. .. .. .... .... ... .... .. CC 1 FLUSHED, STERILIZED, AND RE-FLUSHED, ALL IN ACCORDANCE WITH THE CITY OF TIGARD "PUBLIC WORKS CONSTRUCTION CODE." CITY CREWS WILL TAKE rill% Qui BACTERIOLOGICAL TESTS WHEN SO REQUESTED BY THE CONTRACTOR - '' :i�11a„ INSTALLING WATER MAINS. THE REQUEST FOR THESE TESTS SHALL BE MADE r,Y,„„ ,... i; s,�;+ Its ., wllBal i gg0 irmi, Ng( iglu i • '' '..: " fl-A j, . .ISI i- THROUGH THE CITY INSPECTOR. 14 PRIOR TO CONSTRUCTION, ALL ON-SITE FIRE WATER SYSTEM LINE SIZES, METER 0 k cNi , .. ,, . . +, z z N SIZES, DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) SIZES,AND OTHER 4 APPURTENANCES SHOWN ON THE UTILITY PLAN SHALL BE VERIFIED BY THE FIREZ ,...... :YlkA"ITE . MSR PROTECTION ENGINEER FOR THE PROJECT. ANALYSIS OF THE SYSTEM SHALL BE ' lit 114X 0 N . : FROM THE NEW FACILITY SERVICE TO THE POINT OF CONNECTION WITH THE ■ 0 iltX [Li Z Cb AN PUBLIC WATER SYSTEM. THE MAKES AND MODELS OF ALL SYSTEM COMPONENTS SHALL BE ACCEPTABLE PER WATER DISTRICT LIST OF APPROVED COMPONENTS. © 0 0Ir. ) Irit�R �x W UTILITY KEYNOTES ``' o v 1 NEW 2" CONNECTION TO EXISTING 8" D.I. WATERLINE. SEE DETAIL THIS SHEET. O 2., Q lq SET METER BOX AND LID FLUSH WITH tx, l if!;1 } 'If :. :::!:5:.,..2 02" METER FOR DOMESTIC WATER SERVICE. 17 r ��T ,4 �� T EXISTING GRADE. SEE DETAIL THIS SHEET. 0 °'�" `4 " 3 2" DOUBLE CHECK ASSEMBLY FOR ONSITE DOMESTIC WATER SERVICE. SET ASSY BOX AND LED MN Illi. `�, ',Mill Uft k Um; FLUSH WITH EXISTENG GRADE. SEE DETAIL THIS SHEET. ,',r I O EXTG 8" D.I.SWATER 41X riNCC CI) 'ICC xx /`,Alia illi � � 0 STUB 2" WATER FOR CONNECTION TO SERVICE IN BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. '� �. � i AVJ g t9iE. ,e, IZ) .1; AR[� IiHiB1i1'�i_� a7:747,' -±12* 0 WATER METER. "'�. 9' fie0 Alliiir,40', , —' Z N illeaft 7-„..„.„.„4,,,,,,,,,H 0 Irma. CRUSHED ROCK .EAS - - a: ii:74, STu. >� VAIN (i) IA:. GT ST .. —. NOTE: : A. OIS 1. ALL WATERLINE AND METER CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE AS PER CITY OF TIGARD CLA � ! aim -BOx TYPE STANDARDS AND SPECIFICATIONS. = U.I CC .-1.1../.2!' - , CARS .IMOD P1 �A,L 2. EXTREME CARE SHALL BE TAKEN NOT TO DISTURB OR DAMAGE . 1 Q ANY EXISTING UTILITIES. CI �i TALp1 I * 'ONLY 'SUGGESTION. NEW WATER SERVICE CONNECTION SCALE: 1" = 20' cic %mu, t..' DOUBLE *E TO EE LOCATED DIRECTLY BEHIND WATER .ME Q BRASS, STAINLESS OR:PLASTIC PLUGS TO 13g INSTAIXED IN TEST ,COS IF . 1E OW GROUND INSTALLATION, DISTANCE 'FRS. BOTTOM OF DEVICE TO FINL i.. GRADE, FREEZE PROTECTION, AND �CLEAREN+ F TESTING AND R.1 R '� "THEMAJOR'.CONSIDERATIONS r: "..00 R TALLATI SI . , , i TIG ; £! w "" .. DOUBLE 1.1111111 immiS:11 E 1110.::,..: Wit: » • lLIART pit530 liq . 'MG 4.110 , greriwirtr .. , Wit'[dam A +r'ki o . 111111111111 FIRC7ECT NO. • 19105 DATE : 5-11-2019 DRAWN ' : CSM CHECKED 13Y : 13MD REVISIONS • 100 CLO NEW WA'T'ER SERVICE NEW WATER SERL/4CE PLAN/AND ,DETAILS