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Plans (3) OFFICE COPYOFFICE COPY I i i TIGARD STREET HERITAGE TRAIL1 3 01 CITY OP TIGARD TIGARD - OREGON `, I REVIEWED FOR CODE COMPLIANCE PROJECT NO. 92034 RECEIVED ED Appro�nel 3 • OCT 16 2019 OTC, ( CONSTRUCTION PLANS CITY OF TIGARD Permit#: a ilie t i a©1 q_ (RC1 �t10 BUILDING DIVISION Address: 9 at et e„.1 d Suite#: By: Date: Jo ' I7 - ) q . . . Aitigr . OWNER/DEVELOPER CITY of TIGARD SW NORTH DAKOTA ST PUBLIC WORKS DEPAR i ,I , t,t 7.i e,4''; 7 nitro ro ��ilea 13125 SW HALL BLVD tty O : pit + ' 4 TIGARD,OREGON 97223 _ CIGARD,REGONFF 972To S i ¢ z+Ttili iMali 1 1 <. f1 I r`��, "� PHONE 5Q9.71&2466t •. wCK FAX 503824-0752 t a ?I tt �,w a, ry SIAL ItSF'E �I"�• QUIRED `AR �, o INttsl .r,...�s, .r� C 1 •• peer to/Mimi Atontion - `�*�- � " '�` Ikon iti:�:+.. :P@CiSity Ce�.�, Final Inapgrti;n: Milliii11111111.1" ""�'� F k— t Q - ENGINEERING/IANDSCAP f1�bUIIdinginapactlonWiiPlififilli* sr '�'"l1'Yui •► rete an Reinforcing L:1`. `-, cr 6 1 Q y '!�® ALTA PLANNING+DESIGN I Iii is insta'I a in A 641 711 SE GRANDE AVE SW KATHER1 ST siy PORTLAND,OREGON 97214 ® getd- Desisting Concrete Frarrt8 �� t rHONe so3.23o-s662 Rei bars ins eei& 'restress Steel Tendons11 \ EXISTING CONDITIONS SURVEY 1S ctural V tiding �P `i 5� k' OREGON COORDINATE REFERENCE SYSTEM-PORTLAND ZONE abiLlik igh-Strengt� oiling s�� y,�e s`��P`a 1 ►,rh : �,� r BENCH MARK Gypsum CITY OF TIGARD BENCHMARK 9486 0 Reinfor C:Gy paum Concrete , 7"..-- A BRASS DISC NORTHWEST CORNER OF HWY.99 BRIDGE OVER R X R I STATE 0 �--.-- S;dr CT tE1 An TRACKS AND COMMERCIAL ST.NORTHWEST CORNER OF SAID NO' S (tet Spray Applied{r-?a e-resistive Materials 1.O C A T I O N M P p BRIDGE,2 FEET NORTH WEST OF A BRASS DISC MARKED'TIGARD 3 0 J 1946' 8 S 0 Pilings,Drilled Piers and Caissons N ELEVATION:193.698 FEET 1CITY 0i= l IGARD 0 Shotcrete PI nnin+ -Es,-r. �cio� S ATTENTION:Oregon law requires you to follow rules „roved b Z�ca 'S w T1� �`_� �T adopted by the Oregon Utility Notification Center. Those Special Grading,Excavation and Fi1Nng �� A actre Ss rules are set forth in OAR 952-001-0010 through OAR O , ^ S 1 o2..A!3 O r�CO 952-001-0090 You may obtain copies of the rules by �_� o Date: �� I Ayr LvT i�Pct ;SIO< calling the center. (Note: the telephone number for the a: lb' EtiCiSl DIG Oregon Utility Notification Center is (503) 232-1987). ,-.� 1_800-332-2344 Initials. �,,y IhJG M u- IA77EN70N:Notify NW natural at (503)220-2415 when �'� ether+iiSpecr�s�fS X. excavating within 5' of an existing high pressure gas main. SHEET TITLE SHEET No. PFO RO oat)PR ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL n CADJECTNLL 2017.162 �9�� G1Np s% a Iia m v p F y PUBLIC WORKS DEPARTMENT CADDWG GNED B E: TSHT_tO0G1100 Se 5 ? 9 CITY OF TIGARD,OREGON DestDrrFn By meNI . ! r, irill A6a Planning+Design,lnc i 13125 S.W.HALL BLVD. ,/�+ ORE •N IQ TIGARD,OREGON 97223 G i 1 00 DRAWN BY: SRB ,� ,t, t 711 SE GRAND AVE ----_ REVIEWED BY: DY 9C 14,27.2°° J4 PORTLAND,OR 97214 „raamb.---. • VOICE:503-639-4171 COVER SHEET aKrouaaE /61 R . lit4-iNANNING+DESIGN ^� ( 1 �y FAX 503-624-0752 SHEET 1 of 88 DATE 3.2111019 1ASTTNOWODONG4324344 Or II TIGARD GA R D- ,1TLFAsnlwnva�lcoars www.altaplanning.com WMhVTIGARD-OR.GOV PROD.NO: 92034 MARK DATE DESCRIPTION SCALE' AS SHOWN BEFORE YOU DIG RENEWS:12/31/19 er. -I: INDEX OF SHEETS i § _ GENERAL INFORMATION CIVIL-DETAILS LANDSCAPE-PLANTING g 1 GI100 COVER SHEET 31 CD501 CML DETAILS-1 61 LP100 LANDSCAPE PLANTING,NOTES&LEGEND I2 GI101 INDEX OF SHEETS 32 CD502 CIVIL DETAILS-2 62 LP101 LANDSCAPE PLANTING,STA 8+50 T018+50 3 3 GI102 LEGEND,ABBREVIATIONS,AND NOTES 33 CD503 CML DETAILS-3 63 LP102 LANDSCAPE PLANTING,STA 18+50 TO 28+50 8 4 GI300 PROJECT MAP 34 CD504 CIVIL DETAILS-4 64 LP103 LANDSCAPE PLANTING,STA 28+50 TO 35+70 I65 LP104 ROTARY PLAZA-WEST-LANDSCAPE PLANTING g CIVIL CONSTRUCTION ARCHITECTURAL 66 LP105 ROTARY PLAZA-EAST-LANDSCAPE PLANTING T 5 DM100 EXISTING,DEMOLITION&EROSION CONTROL PLAN-1 35 AS100 ROTARY PLAZA SITE PLAN 87 LP106 KATHERINE ST-LANDSCAPE PLANTING 6 DM101 EXISTING,DEMOLITION&EROSION CONTROL PLAN-2 36 AS101 ROTARY PLAZA-WEST-SITE PLAN 68 LP107 GRANT AVE-LANDSCAPE PLANTING T 7 DM102 EXISTING,DEMOLITION&EROSION CONTROL PLAN-3 37 AS102 ROTARY PLAZA-EAST-SITE PLAN 8 DM103 EXISTING,DEMOLITION&EROSION CONTROL PLAN-4 38 AS103 ROTARY PLAZA-WEST-GRADING PLAN LANDSCAPE-DETAILS 9 DM104 EXISTING,DEMOLITION&EROSION CONTROL PLAN-5 39 AS104 ROTARY PLAZA-EAST-GRADING PLAN 69 LD500 LANDSCAPE PLANTING,NOTES AND DETAILS 10 DM105 EXISTING,DEMOLITION&EROSION CONTROL PLAN-6 40 AS200 TIEDEMAN AVE-PLAN 70 LD501 LANDSCAPE IRRIGATION,NOTES AND DETAILS 11 DM106 EXISTING,DEMOLITION&EROSION CONTROL PLAN-7 41 AS201 KATHERINE ST-PLAN 42 AS202 GRANT AVE-SITE PLAN ELECTRICAL CML-PLAN&PROFILE 71 E100 ROTARY PLAZA-SYMBOL SCHEDULE 12 CP100 ALIGNMENT'R':PLAN&PROFILE,BEGIN TO END ARCHITECTURAL-DETAILS 72 E101 ROTARY PLAZA-WEST:SITE PLAN-LIGHTING 13 CP101 ALIGNMENT'A':PLAN&PROFILE,BEGIN TO STA 3+50 43 AD501 ARCHITECTURAL,DETAILS-1 73 E102 ROTARY PLAZA-EAST:SITE PLAN-LIGHTING 14 CP102 ALIGNMENT'A':PLAN&PROFILE,STA 3+50 TO 8+50 44 AD502 ARCHITECTURAL,DETAILS-2 74 E103 ROTARY PLAZA-WEST:SITE PLAN-PHOTOMETRY 15 CP103 ALIGNMENT'A':PLAN&PROFILE,STA 8+50 TO 13+50 45 AD503 ARCHITECTURAL,DETAILS-3 75 E104 ROTARY PLAZA-EAST:SITE PLAN-PHOTOMETRY 16 CP104 ALIGNMENT'A':PLAN&PROFILE,STA 13+50 TO 18+50 46 AD504 ARCHITECTURAL,DETAILS-4 76 E201 ROTARY PLAZA-WEST:SITE PLAN-POWER - 17 CP105 ALIGNMENT'A':PLAN&PROFILE,STA 18+50 TO 23+50 47 AD505 ARCHITECTURAL,DETAILS-5 77 E202 ROTARY PLAZA-EAST:SITE PLAN-POWER 18 CP106 ALIGNMENT'A':PLAN&PROFILE,STA 23+50 TO 28+50 48 AD506 ARCHITECTURAL,DETAILS-6 78 E203 ROTARY PLAZA-WEST:SITE PLAN-RACEWAY t; 19 CP107 ALIGNMENT'A':PLAN&PROFILE,STA 28+50 TO 33+50 49 A0507 ARCHITECTURAL,DETAILS-7 79 E204 ROTARY PLAZA-EAST:SITE PLAN-RACEWAY '. 20 CP108 ALIGNMENT'A':PLAN&PROFILE,STA 33+50 TO END 50 AD508 ARCHITECTURAL,DETAILS-8 80 E300 ROTARY PLAZA-DETAILS � 21 CP109 ALIGNMENT'P:PLAN&PROFILE,STA 0+00 TO END 51 AD509 ARCHITECTURAL,DETAILS-9 81 E301 ROTARY PLAZA-DETAILS 1 zg 22 CPI10 MAIN ST RAILROAD CROSSING-PLAN 52 AD510 ARCHITECTURAL,DETAILS-10 82 E302 ROTARY PLAZA-DETAILS 3 c. 23 CPI11 ALIGNMENT'N':PLAN&PROFILE,STA 0+00 TO END 83 E303 ONE LINE POWER DIAGRAM i 24 CP112 ALIGNMENT'IC:PLAN&PROFILE,STA 0+00 TO END LANDSCAPE-IRRIGATION 84 E304 ELECTRICAL DETAILS 25 CP113 ALIGNMENT'G':PLAN&PROFILE,STA O+W TO END 53 LI100 LANDSCAPE IRRIGATION,NOTES&LEGEND z E 26 CPI14 SW GRANT AVE AND ACCESS DRIVEWAY RAMP DETAILS 54 LI101 LANDSCAPE IRRIGATION,STA 8+50 TO 18+50 TRAFFIC CONTROL•TPAR S 27 CP115 RAILROAD CROSSING AT TIEDEMAN 55 LI102 LANDSCAPE IRRIGATION,STA 18+50 TO 28+50 85 TC100 TRAFFIC CONTROL PLAN A 3 28 CP116 ROTARY PLAZA STORMWATER PLAN&PROFILE 56 U103 LANDSCAPE IRRIGATION,STA 28+50 TO END 86 TPIOO TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE(TPAR)PLAN . 1s 29 CP117 RESTROOM,WATER&SANITARY SEWER SERVICE 57 LI104 ROTARY PLAZA-WEST-LANDSCAPE IRRIGATION 87 TP101 TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE(TPAR) B PHASE 9 30 CP118 ALIGNMENT GEOMETRY DATA 58 L1105 ROTARY PLAZA-EAST-LANDSCAPE IRRIGATION TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE 88 TP102 (TPAR) 59 U106 KATHERINE ST-LANDSCAPE IRRIGATION PHASE II 2 60 LI107 GRANT AVE WEST-LANDSCAPE IRRIGATION A tS g sa S B x A j E - O E INFO SHEET TITLE SHEET N0. Underground Service SH0 ig' QED PR04.4 ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL -- ---.-- PROJECT NO: 20,7-,84 SE S , °>0.1.. a lta .� \`'+ GINE CAD DWG FILE: TSHT_,00-G1101 O�� a.' 4,� Fm PUBLIC WORKS DEPARTMENT CITY OF TIGARD,OREGON N DESIGNED BY: SRB '� I I 13125 S.W.HALL BLVD. G' 1 01 — � � -- ORE 0. Alta Planning+Design,Inc. i TIGARD,OREGON 97223 DRAWN BY: SRB „ ,y ,� 711 SE GRAND AVE u...rfOtlena N __- REVIEWED BY: DY CtlIMb rmes "9C qH 27,2° JA VOICE:503.639-0,7, INDEX SHEETS — -- dlibPORTLAND,OR 97214 DvaICU FREE Sq y0 e FAX: 503-624-0752 DATE: 3.20.2019 1 2-2314 W811) R. BPR PL.ANMNCi+ 'f.,-14.,.:4,11). AT EAST WGWDRKNGwYS V/WW.altaplanning.cOmWWW.TIGARD-OR.GOV PROD.N0: 92034 • W MARX DATE DESCRIPTION SCALE: AS SHOWN BEFCRE YOU DIG RENEWS:12/31/19 ,3 sr�,. .,.4't.+ * SHEET 2 OF 88 ABBREVIATIONS LEGEND GENERAL NOTES X A.B.C. AGGREGATE BASE COURSE LT LEFT 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND EXISTING PROPOSED HIGHWAYS',U.S.DEPT.OF TRANSPORTATION,FHWA 1988 ED. AC ASPHALT CONCRETE MAX MAXIMUM 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE OTYS STANDARD SPECIFICATION AND,ALSO,IN P ASPH ASPHALT CONCRETE PAVEMENT MIN MINIMUM ACCORDANCE WITH A CRY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN.A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE ,./T'R '.r.1 AVAILABLE AT THE WORK AREA. 1 B.B.C. BITUMINOUS BASE COURSE MH MANHOLE BUILDING TRAIL PAVING &, m �` 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY 75 BC BEGIN CURVE MW MONITORING WELL ENGINEER.THE CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE 8 — - - — CITY BOUNDARY '.4i CY'ra +! rail GRAVEL SHOULDER EMERGENCY SERVICES(TIGARD POLICE DEPT.,TUALATIN FIRE 8 RESCUE)AND TO TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. BCR BEGIN CURB RETURN NIC NOT IN CONTRACT I !_/=+i_!•ss! 4 ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN BLDG BUILDING OC ON CENTER - - RIGHT-OF-WAY a:.d ! - ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE INITIATION OF CONSTRUCTION WORK. BP BEGINNING PROJECT(ALIGNMENT) PCC PORTLAND CEMENT CONCRETE CONCRETE 5. ACCESS TO EXISTING PROPERTIES SHALL BE MANNTAINED AT ALL TIMES,INCLUDING NORMAL DGLNERY SERVICE AND MAIL SERVICE AND IF 1 BTM BOTTOM PCCP PORTLAND CEMENT PROPERTY LINE - NOT,SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED.TRAFFE CONTROL DEVICES,FLAGPERSONS,ETC., — CENTERLINE SHALL BE IN PLACE PRIOR TO INFLATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. CONCRETE PAVEMENT CB CATCH BASIN - STREET CENTERLINE 6. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS,NOR BETWEEN 900 P.M.T0790AM.,MONDAY THROUGH FRIDAY NOR C&G CURB AND GUTTER PP POWER POLE —'�� 1-FT CONTOUR BETWEEN SOO P.M.TO800 AM.SATURDAY,NOR BETWEEN 9W P.M.TO9:00 AM.SUNDAY. CIP CAST-IN-PLACE PT POINT PE PERMANENT EASEMENT 7. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12)FEET;PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. - C/L,CL CENTER LINE R RIGHT,RADIUS —�160 5-FT CONTOUR 8 THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL RT RIGHT 1-FT CONTOUR TRAFFIC AND TO ASSURE PUBLIC SAFETY. CO CLEANOUT ® KEY NOTE 9. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL CONTACT THE CITY'S PROJECT MANAGER @ 503-716-2466 TO CONC CONCRETE S SLOPE Alo 5-FT CONTOUR ESTABLISH A PLACE,TIME AND DATE FOR A PRE-CONSTRUCTION MEETING. CONDTS CONDUITS SD STORM DRAIN 10 THE CONTRACTOR OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S PROJECT MANAGER®503718-2486 TWENTY-FOUR(24)HOURS PRIOR TO SF SQUARE FOOT ®SSMH SANITARY MANHOLE J INTERSECTION/JUNCTION COMMENCING WORK,TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED INSPECTION(SEE ATTACHED LISTING)AND AFTER COMPLETING WORK CONT CONTINUOUS RIM 00.00 COVERED BY THE PERMIT. SI-IT SHEET p SDMH CR-GUT CROSS GUTTER RM 00.05 STORM DRAIN MANHOLE 11 A COPY OP THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE D TO THE QTY D DELTA STA STATION IM SD CB CATCH BASIN DETAIL INDENTIFlGinoN NUMBER AVAILABLE APPROVED PERMIT PLANS,D APPROVEDPLANWORK AREA.ALL WORK AMENDMENTSDMEN CONFORM S AND TO THE QTYS STANDARDS D SPECIFICATIONTHE PERMIT TERMS,CONDITIONS AND PROVISIONS S AND TO THESE DEMO DEMOLITION SNV SIDEWALK RIM 00.00gra GENERAL CONDITIONS.CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY,IN ADVANCE OF WORK PERFORMANCE TBD TO BE DETERMINED SD INLET DETAIL/PARTIAL PLAN CALLOUT DET DETAIL ®FL ELEV DITCH INLET VP 12 MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE CONTRACTORTHE WORK AREA D APPROACH RIM 00.00 ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION,FREE FROM OBSTRUCTIONS AND HAZARDS.A COPY OF THE CONTRACTORS DIA DIAMETER TBV TO BE VERIFIED SHEET WHERE DETAIL IS DRAWN CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA TELVLT TELEPHONE VAULT 04 WATER VALVE (DASH YMCA TES ON SAME SHEET) D MI DRIVEWAY 13. EFFECTIVE EROSION CONTROL IS REQUIRED.EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE O.E.Q. TYP TYPICAL C( FIRE HYDRANT REQUIREMENTS THE CRY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION DWG DRAWING m IRRIGATION CONTROL N CONTROL UVLT UTILITY VAULT (E) EXISTING o EM ELECTRIC METER di) NORTH ARROW 14 PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL 8E SEEDED WITH A STANDARD GRASS MIX;SHRUBS,FLOWERS,BARKWST, WB WESTBOUND EXISTING SIGNS,PAVEMENT MARKINGS,MAILBOXES,ETC.SHALL BE REESTABLISHED,REINSTALLED OR REPLACED,WITH LME KIND AND EAC EDGE OF ASPHALT IDJB JUNCTION BOX/HAND HOLE MATERIAL. EB EASTBOUND w/ WITH -0-US UTILITY POLE(WITH UNDERGROUND DROP) 15. EFFECTIVE DRAINAGE CONTROL ISREQUIRED.DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT - EC END CURVE 0 or DIA DIAMETER O-{} UTILITY POLE WITH STREET LIGHT ADJACENT PRIVATE PROPERTY,PUBLC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL ECR END CURB RETURN N - GUY ANCHOR 16. EXCAVATOR(S)MUST COMPLY WITH O.R.S.757.541 THROUGH 757571;EXCAVATOR(S)SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE EG EXISTING GRADE * ORNAMENTAL ILLUMINARY LOCATIONS 72 HOURS(AWN.)PRIOR TO START OF WORK DAMAGE TO UTLIRES SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. EL ELECTRIC m GAS VALVE 17. CONTRACTOR MUST VERIFY ALL EXISTING UTUITIES FOR BOTH VERTICAL ELEVATION D HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY).SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY,IT g ELEV ELEVATION 0 GAS METER SHALLCBE DONE AT CONTRACTORSCOORDINATE WORK EXPENSE.CHANGESS MUST AFFECTEDLBE APPROVED ITY BY THE CITY IN ADVANCE OF WORK PERFORMANCE. >! EOC EDGE OF CONCRETE ABBREVIATIONS CM UTILITY VAULT HORIZONTAL CURVES 18. A TEMPORARY HARD-SURFACE PATCH(COLD MIX AC OR HOT MIX BASE PAVING)SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE EP,EOP END OF PROJECT(ALIGNMENT) — RAIL ROAD CROSSING ARM END OF EACH DAYS WORK-NO TRENCH,ON SITE OR OFF-SITE,SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION.THE CONTRACTOR IS Z EDGE OF PAVEMENT PC POINT OF CURVATURE a SIGN POST RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF TIE WORK. • BOLLARD 19. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES(ROADS,DITCHES,ETC.)AS MAY BE NECESSARY,IN EPB ELECTRIC PULL BOX PI POINT OF INTERSECTION THE CIN INSPECTORS OPINION,TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK EQ. EQUAL PCC POINT OF COMPOUND CURVE estBICYCLE PARKING/REPAIR STATION AUTHORIZED BY THE PERMIT.CORRECTIVE WORK SHALL BE DONE AT THE CONTRACTORS'EXPENSE ETW EDGE OF TRAVEL WAY PCR POINT OF REVERSE CURVE • MAILBOX 20. ONE AS-BUILT DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED • COMMUNICATION RISER CONSTRUCTION PLANS. 2 EVLT ELECTRIC VAULT PT POINT OF TANGENCY o RIM H00.00 COMMUNICATION MANHOLE 21. THE CITYS INSPECTORS MAY,AT THEIR DISCRETION.REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE CONTRACTOR, EW EACH WAY �} SIZE CONTRACTORS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE SUCH ABBREVIATIONS VERTICAL CURVES CONIFER TREE TESTS REPORTS SHALL BE PROVIDED AT THE CONTRACTORS'EXPENSE. FG FINISH GRADE fW:`SIZE DECIDUOUS TREE 22. THE CONTRACTOR SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP FH FIRE HYDRANT BVCE BEGINNING VERTICAL CURVE ELEVATION DISTURBED BY CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. ® SHRUB/EDGE OF VEGITATION I FL FLOW LINESVCS BEGINNING VERTICAL CURVE STATION ss SANITARY 23. EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED.REPLACEMENT SHALL BE AT THE CONTRACTORS'EXPENSE FND FOUND EVCE END VERTICAL CURVE ELEVATION ED STORM DRAIN ? FS FINISH SURFACE w WATER 24. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. 8 EVCS END VERTICAL CURVE STATION d 25. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR IN WRITING,THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF 3 GB GAS VALVE BREAK K RATE OF CURVATURE P POWER TWO(2)PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND,IN GENERAL,WILL BE RESPONSIBLE IN 8 GV GAS Vc GAS CASE OF ANY EMERGENCY.THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR,IN WRITING,OF ANY/ALL ASSIGNMENT CHANGES. LVC LENGTH OF VERTICAL CURVE GRND GROUND —OHL— OVERHEAD LINE 26. THE CONTRACTOR SHALL CAUSE HE CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR IN WRITING,THE NAME AND 24 HOUR EMERGENCY PVI POINT OF VERTICAL INTERSECTION TELEPHONE NUMBER OF A DESIGNATED'COMPETENT PERSON'RESPONSBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA,CHAP.437,DIV. HH-MM-SS HOUR,MINUTES,SECONDS(ANGLE) TRY TRAFFIC 3CONSTRUCTION,SUB-DIVISION P-EXCAVATIONS.THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT Wv CHANGES. HMAC HOT MIX ASPHALT CONCRETE ABBREVIATIONS —0D- COMMUNICATION LOCATES PROJECT SPECIFIC 27. ITIS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING HP HIGH POINT GUARD RAIL WORK PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS,SHALL BE PROVIDED TO THE CITY.THE CITY SHALL IN NO WAY BE IE INVERT ELEVATION CWS CLEAN WATER SERVICES X X X CHAIN LINK FENCE CONSTRUED TO BE LIABLE FOR THE CONTRACTORS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. _ L LEFT,LENGTH ODOT OREGON DEPARTMENT OF TRANSPORTATION 1111 RAILROAD TRACKS 28. BEFORE PLACEMENT OF THE FINAL UFT OF ASPHALT,THE CONTRACTOR SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES.THE CONTRACTOR SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO LF LINEAL FOOT/FEET PNWR PORTLAND AND WESTERN RAILROAD —- -- -- EDGE OF GRAVEL INSPECTION.ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. -A LP LOW POINT RIES WESTSIDE EXPRESS SERVICE EDGE OF ASPHALT/CONCRETE TIGARD STREET HERITAGE TRAIL SHEET TITLE SHEET NO. INFO - - Underground Serves Alert PROF a Ita _ �D FS ENGINEERING DIVISION -PROJECT- NO: 201T-1ffi 9�oto `r,0 _g CAD DWGFLE. 1814tODCd1O2 811 �c a.Bi 1F� y PUBLIC WORKS DEPARTMENT CITY OFTIGARD,OREGON - - LEGEND !v DESIGNED BY: SRB e A e (3125 S.W.HALL BLVD. `.;,��r'° ORE e .• Alta Planning+Design,Inc. i TIGARD,OREGON 97223 ABBREVIATIONS G 11 02 -_ .:--- _--- DRAWN BY: SRB woo alure eka N ,i ti 711 SE GRAND AVE .._ REVIEWED BY: DY q�tllwr'.•s 9 9H 27,2O� •.J4' PORTLAND,OR 97214 --. ,. VOICE:503-6334171 I DIAL TOLL FREE tiA � >- FAX: 503.624-0752 X „ DATE: 3202019 1-80(6332-2344 08811) R. BPR PLANNIIIKa+DEslpu AND NOTES AT LEAST TWO WORKING DAYS www.attaptanning.com 'TIGARD' D'W.TIGARD-OR.GOV PROJ.NO: 92034 MARK DATE DESCRIPTION SCALE: AS SHOWN BEFORE YOU DIG RENEWS:12/31/19 SHEET 3 OF 88 ♦ GENERAL SHEET NOTES i ♦ II WES/PNWR 1. FIELD VERIFY EXISTING FEATURES AND UTILRIES AS REQUIRED. 2. PROTECT ALL EXISTING FEATURES II WHETHER SHOWN OR NOT. • ♦ ♦ 3. PROTECT ALL AREAS DESIGNATED AS s yo p > ♦• ♦ WETLANDS. S / C�a� ♦ ♦if cJr �� i II a LEGEND co a :ate ♦ ♦ ^�� a E h , + , 4 I DEMOLITIINd R • 6'CNMNLlNK — — — — — Ft.,?, r^u FO t,OM CO. / _ -1. __ �._� -- FO f0 COM COM CoFO COM CM 6'CHAIN LINK .,. 1 .. - COM COM COM COM �' - COM -COM-- % _ - �� .-. _ _ - - - / _. ASPHALT PAVING. y:- — / _ - _ — ' Q SHEET KEYNOTES 01. DEMO / / o T 2. SAWCUT(�(E)ASPHALT PAVING. �/ 1� I 3. DEMO(E)CONC CURB. 7- Ai; O I 4. SAWCUT(E)CONC CURB. 441 1 _ 2 UNKNOWN U) J / 7 / / / 0 � VERTICAL PVC © 0,111.5' 3 W .,,,,4* , / O f WAVE" oMi BROADBAND / �� ///// f - _ OHL i /ii/irzrz ,/ir + z --- (" _- CABINET o n J r— a II I II II : ,- 1tAHv \ I! _ GUY ANCHOR, ♦ PSF r / a y �': o gBAN00NED. ♦ , x /� SO CB 1NCUR8. cr ,, SD CB / • i 1 ITY OF TIGARD ♦ ♦ TAX LOT 2S?02A8/05500 I S _ Y40'PARKING'SIGN • 7 R/M 155 4211 ��_ • Gorr 161:9 ♦ / SO haw-ei E / a gggg +2'PVC W(SE/1442 . SD-------., ail - -_- - 'II;ridfieO A. (B'C0.NC/N(wE11N.1 ♦ -. - I1 —: r9'txrPour(swi faa.r *1___ �-•-...�.:,;�V1 CONC ♦ _ P —G D i "' flOI • 11111 X. ■ 6 .e SII �_ SDCB ---'P Z. Z." i KEY MAP c N c c c --_ rv5cw7 153 j i; o Bon.168.8 '—'—y"—c O NKm'1'sn ♦ o { I� ♦ s x -- I s�+wowrw I rorai r _ 5 V ♦ o' v. 1 - - __:'''''''H________- --°6t if • —� ; SW TIGARD ST , {; ;!TIGARD COM —cow 5 ♦ ♦ coy - -----_ _ - 0 \ -„Ka sr EPwE '''`..4.,,/...(^- ♦ scan `_.-.----` ! / _ • PLAN SCALE:r=10' g - _ INFO PROJECT 2017-182 UndergroundService Alen n,o PROF.. ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEET"LE SHEET NO. g c�ySVdG1NFF s/may a'ta PUBLIC WORKS DEPARTMENT _ CAD DWG FILE: TSHT_202-0H106 5 41 cc S. 1 9 CITY OF TIGARD,OREGON R DESIGNED BY: SRB • _- ill: ! AIq Planning+Design,Inc. • 1111 +3,25S.W�ALlazwo' EXISTING CONDITIONS DM105 DRAWN BY: SRe ,,,,•„ N ..44.• C RE ti 711 SE GRAND AVE TIGARD,OREGON 97223 -_ _ -- - REVIEWED BY: DY ��r'�'r"� 9 4y ooPPIMINIIIPP d"'_``--- VOICE:so3-x39.4,7, & DEMOLITION c zr,I o PORTLAND,OR 97214 DMLraL FREE Sq 1 P FAX: 503624-0752 DATE 3.791019 /-846332-2344 0 13111 R, BPR PLAfl111g111G+DESIGN PLAN - 6 a�srtwo +cwvs www.altaplanning.com T I GA RL) WwwnGARD OR.GOV PRO1.440: 92034 SHEET 10 OF 88 '� NWRK DATE DESCR9�TION SCALE: AS SHOWN BEFORE YOU DIO RENEWS:1&31!19 I 88 3o LE 133HS wo�SuwueldeileMMM 6WIVEL:SM3N3tl pa noA sAraoH 10iisraiir NMOHSSY NOIidIOS30 31W0 )I W1 m X �L L - Ndld oeoas ON Weld nos ao�arsu'MMM NFJIS30t'JNWNtftd ,..0.4 L3 21 Mud rrsz-ce[aaat 610Z 6L 31tl0AO I ZSLO 6Z9 EOS XVI t•� by 3341 1101 WO _ NO 1111 O W 3 a V tLt6.619-EOS 30109 l t3AVONVa ZZ6 NO 1LNOS t d tiooz ez y^ .. 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J 1 SEATING STEPS w/LIGHTING WES I PNWR ililf .f H ilillilflliilililllili ( IIlil ► lei ! i , lilli � Irifiilr t+ 1 - P I H f H 119 I N }}-}-+-E I ( i T 1 ±-f t - .=r-t-r_ -I i. '-+ i ; , t t rt� iilii � �"iil t ART TABLE[BY OTHERS] >t i LAMP POST,TYP r—-- ART'RIBBON'[BY OTHERS] / t ROTARY CLOCK[BY OTHERS] ,� ---, / TREE,TYP J BRIDGE PIER iPill ART'DATE BLOCK' • taillel[BY OTHERS] j - � — —_ —— —- —— - —— L. — =.? ter: _ ;:- :�_'.-_.; - C'P 0 - EE /�L P S i. A - - ems. :'� 4 ART'FENCE Y OTHERS -90 .4ar 4•404,40,,,,,-wy,w4t.-4r4-irioNfo404).-wk.N., AjH SEE , _ >i ; . 1.•PLAZA- 410. ,�®�� pv � �� '� 419- P awe v • Ls /3�4 ®�• ..�'� ® ' ENTRY ENGRAVING ii �/ �►�� ®�''- ..401A447-W,' ,�y �.p® ®�.-7-41`.. --II- ! , �4.', ' _ ,�r G �J u.' i+K a `.fir: —vrd'i.�-lam wrri s�®-77,, , l��S� � / ART'BRIDGE GEARS !;, mnr. �� 1rr�� 'aa�w [BY OTHERS] —— �t s — , 7 BRiwg PIER x s • i WALL — __— ._e { -. h+ �� w/ENTRYIGIOENTITY — ..,. .. r v ..- - , z !� � TIGARD AREA ,�/, 'Is __ ire �I e CHAMBER OF COMMERCE Y OTHERS]ART'RIBON' O ES of ,i. ��+.�" ..:" ytr• �er VlS1TORS CENT f te` _ • 1 ER GRAVEL ACCESS - �(� € BARRIER - ti= it — of 1 i ate. / CONCRETE DRIVEWAY / I , I `, - Imo : , I REMOV —_____ _ J BO DS E FLOW THROUGH _____ PLANTER I t NON-STRUCTURAL FLOW THROUGH PLANTER NON-STRUCTURARDEN / ; SW TIGARD ST — — — <._ P. — — — t ! PRE FAB RESTROOM[BY OTHERS] f ij _ t ! - f t t —• — e ________ __ __ _____ , 2 i gh ADA PARKING/RAMP ____ „\ / • ) KEY MAP REMOVABLE BOLLARDS / / , __ -- 'n+Iraen 1 oT1 Ci ISEAL COAT PARKING LOT ] ��.' 4$;1--1 j CO f 8 �J 1 $1 / i' 1 1TIGARLj I / (:!5,,1 J SW Ka Th/C WEST / 7 (II [ • 4,� Styes J. \ �5 r i 1 1, S,q,T PLAN 29 0 10 20 40 I SCALE:,'=20' SCALE PLAN SCALE FEET � " 1 ES SHEET TITLE SHEET NO 1-4 INFO_ 1ST . ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL ------- _--- - -- PROJECT NO 20tt-,82 , , , a Ita7/ PUBLIC WORKS DEPARTMENT C1,D DWG FILE: TSHT_60,-AS,00 •,• �' • CRY OF TIGARD,OREGON 1� DESIGNED BY: OST .� Alta Planning+Design,Inc. 13125 S.W.HALL BLVD. e C 00 $ _r� __ -- -- tIMINIP ,� TIGARD,OREGON 97223 A V a DRAWN BY: GaT .......••••• %r „�17 41 711 SE GRAND AVE p REVIEWED BY: DY 'y'a'�"'9 OREGON '• PORTLAND,OR 97214 VOICE:503.639.1171 ROTARY PLAZA 1Lt 1 0119 ICU FREE S� + "'" FAX: 503-624-0752 DATE 9.2020,9 ' -T• I'B„) DESIGN '�pE AR� TIGARD WWW.TIGARD-OR.GOV PRor.n% 92034 SITE PLAN ArLFAMAO91 OwOlcoArs www.altaplanni„Q.com SHEET 35 OF 88 I' MARK DATE DESCRIPTION SCALE: AS SHOWN BEFORE YOlOG RENEWS:11/30/2019 t1 i , i f r?-rri-m�i 1 1-0= GENERAL SHEET NOTES ® I 1. FIELD VERIFY EXISTING FEATURES AND ♦ j UT1LI I1ES AS REQUIRED. I II 2. PROTECT ALL EXISTING FEATURES �R Sf I WHETHER SHOWN OR NOT. • O. O• O` O`( ART TABLE ® y 1 O' �0 2 .\\p N`p• \ J J T .o r N ART RIBBON' ~a� __ SHE KEYNOTES ® N ® TYP OF 5 ` r .- -__ ---?� __ - _-m- - BRIDGE PIER - \ - O OTE a O ET YN ART DATE BLocK m B a s o -- 5 - © _ -------)N(--- --;-" - ®tea.:.� �° o J Y8 O 1. CONSTRUCT RAILROAD RAIL-IN _� �_ F, o o..,,,:,o0° ma,\ ` o LS LANDSCAPE,SEE VAD502 VIN . :_ --fo-- v `D• -- _ � 1 <ti -,,,,,f0.4,7„„,„: ® ,0 0 o c1. _ ir-11fr , = :_ 0 2 CONSTRUCT RARROAD RAIL•LANDSCAPE O ,.,,,.., :. `' 0, o'°°°' ..� LS O°°" PATH S� F =.:- ,.„0.004,0,0,-,• .. M ' , $ &t _ t $- TO MULCH SEE EL CHANNEL- 0 0 ' °/° o 0 0', .. -Zi -_ �14 +d 3. CONSTRUCT STEEL CHANNEL-LANDSCAPE .o 0 0°o o a°o 0 0 0 0 0••• w ®. i : :: TO CONCRETE SLAB,SEE 31AD502. �_ . . ... - _ - _ . 50. ..� d.. C/L PSEE CP109 R & 4. CONSTRUCT STEEL CHANNEL•EMBEDDED, i o o o SEE 4/AD502. ! - : , - _ - {}�y •0000 Y : : j -. =. ..----: ' -. - " '� �'.:°00p0 5. CONSTRUCTSIETICHANNt1•BETWEEN a ae� r }-` PAT - W ° \ , ` , .. �I� MI.1111 SLABS,SEE 5JAD502. y �q .:. :000000-°-°-°-°.:0:441: \ rc 4F • V`+ 400000000000 ©�� 4�� . 0 6. INSTALLLREMOVABLE BOLLARD,SEE t.. S C�� ayx :0:000.:00.0.-.0.0.00,,,,a0.0,40 ;. ° ♦' 0 • \ LS \ t' N 4rAD505. CI1.'A aoe° _ oalprg, '111.11-441.1ra�441:41,40.w u 0 0 `- o o ART RLIIBOI $ 17 LS 0 � 100 ,\ i I ® Cl) 7. CONSTRUCT CONCRETE SCORE JOINTS, ® `r �� " Q SEE 1!AD504. i ft g RAIN GARDEN i� B.0' 80' i- AR7'BRIDGE GEARS' �; , 8. CONSTRUCT MOUNTABLE CONCRETE 4 �' r CO CURB,SEE 4/CD501. �_`` ®tea ®� �e�. �m�-f�� t'� W 9. SEAL COAT ENTIRE PARKING LOT AFTER i V�f� LS t • i�•:i1/fin & �� "e' -- u ec rc BRIDGE PIER SITE CONSTRUCTION. ° / a- - - 7=7 • • • ® rc 10. PARKING STALL STRIPING,4'WHITE LINE - -----X--- W _. - 11. PLACE ARROW,SEE 3/CD502. -� -- - I ♦ ♦ $� B 1 w I= 12. INSTALL LAMP POST,SEE 3rAO505. r--------• .-------.•---•••••t--"-----"-'''"'""-- _ t ( , g ' 3 F 13. TREE.SEE LANDSCAPE PUNS. a.- -__.-- _.::.._.i P3Y OTHERS]. - _: •...e-..-. ,.AA7 - TYP OF 2 Q 14. DISPLAY & ti s E ,� _• iixcr INTERPRETIVE (ART) 07 a �� Q� 15. CONSTRUCT 61AD501. � j O ,.�•� 94STALLATKI4CONCRETE FOOTING FOR r:•'y # PITERPRERVE DISPLAY(ART),SEE 1 !----:.,,-,7::----J'- ` v -- - DISPLAY AR - T- +.- • a` f I4STn OTHERS]. .41L ---_1- _-.-- CONSTRUCT RAIN 16. _,_ c- iiiii-- -,- _____,__===,-----.-.-_-_,,,_,,,_ �- -"'-,._„;:.-'- j\-:_. ...- � " a 17. GRAVEL DRNEWAYGARE C SEE CP 1 f1iW 18. CONCRETE DRNEWAY,SEE 21CP114. 1 - j - 19. CONSTRUCT STANDARD CONCRETE CURB, TOP OF CURB TO MATCH PLAZA AND -1---"-- - '` . U(� t LANDSCAPE SW 20. PROTECT(E)BRIDGE PIER PLAZA PAVING _.____ __________o______________.____________ �- _�' TIGARD S'�' j I �---I SHALL BE 1-1NCH FROM FACE OF PIER - - = ' I LEGEND � I - -- --- 1IIII j ASPHALT I HTs j " C SEE 1/AD50 I 1 s AN! _ -- COLORED CONCRETE s41 i S -_--- - - _ 1 j 1 -� SEE 1/A0501 - -- _ -_ -- - - - j LS LANDSCAPE IMPROVEMENTS ♦ j -SEE LP SHTS 1 -�-i LANDSCAPE MULCH PLAN 10 0 s ,o m -SEE 2/AD502 NOTE LEGENDS TYPICAL,NOT ALL ITEMS APPEAR ON SHEETS. SCALE:t•=to SCALE PLAN SCALE FEET SHEET'ME SHEET NO. __ PROJECT,,o• ,,•,ffi ""°°s°wtl5e "'""' I ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL g `, , / alta PUBLIC WORKS DEPARTMENT CAD DWG FIE TSNr_5ot-,►stOf 6V• 4 CITY OF TIGARD,OREGON R DESIGNED 8Y: OST � . 1r t N. Alta Plann9g+Design Inc ; 13125 E W.HALL BLVD. AV 1 O t ---- -- DRAWN BY: oaT �� % 119rzon 711 SE GRAND AVE r TIGARD,OREGON 97223 `craa««.,.� OREGON PORTLAND,oR97214 vE503�394121 ROTARY PLAZA- WEST - - - REVIEWED BY: DY 0W tOLLR$ ,'C ti Pl A1,N1�1G+ 1�" FAX 503624-0752 DATE 3.1D2019 At14W-392-23/4(04111 m '9pE AO' WWW.allaplBnitill$.COIII TIGARD www.irGARDAR.GOV PROD.N0: 92034 SITE PLAN SHEET 36 OF 88 g .0 MARK DATE DESCRIPTION SCALE AS SHOWN BEFORE YOUNG RENEWS 11/3011019 GENERAL SHEET NOTES '! y g c _ �fttllllilllll ( tIfI ; f litfi ; Ilf4i{ f� Ifllif ! { { I ; IlI ; { i ! } rt � { ! Ii . { iIJ - - - - - --- --_- 1. FIELD RIFY IFEATURES AND UTIJTESAS REOUIRED._, _ -' - -- - - 2 PROTECT ALL EXISTING FEATURES i WHETHER SHOWN OR NOT. 77 WES/S.P.R.R. Ca s 10 7 17.r' SHEET KEYNOTES sKJ II i - 0 O� O O. O../ ART TALL SCREEN ® � r ® TYP OF 6 p p fi M� j/ � 1. KEYNOTE NOT USED. ART'SHORT SCREEN' ® I / •• i, n �� n ® TVP OF 6 , Jj 5 N 0 2. CONSTRUCT RAILROAD RAIL LANDSCAPE l Fo N �Fce*.' ` � �®��. _ o*. N�© x �' -!' = �8.I -` •: , r / if TO MULCH,SEE 21AD502. -_ + _ FO`s ,_ 4,11 _ _ ' 3. LANDSCAPE 0 0 0 �� '0 0 0 0 S o.c".4%-. •' - ° CONSTRUCT STEEL CHANNEL LAND 2. Y %„••••711, A '► - - _ CONCRETE EE 31AD502 RUE LS LS °�°� °Oo o o LS 4. STEEL CHANNEL-EMBEDDED, �.pO:° S �I®...•••:, �+ a LS r 1 CONSTRUC a ' • • : ...: .. '' .. - ®- '.2 CIL P -SEE CP109 • ':00 6 T ° j 5. CONSTRSEE UCT STEEL CHANNEL-BETWEEN 1 - lb- Y• i ��•N '+ o ^^+�- - t ® AR FENCE / j' '� Y g T--L-.t� ..e--1- � g" _k^-►�-�' -�w^ 0'8 R n ;�' / SLABS.SEE 51A0502. '''` N • • /Q 0 6. INSTALL REMOVABLE BOLLARD,SEE oo�a, o°o°�o � o000 ei 41AD 5. �� 7 ® 6ryp' r 50 aoo 000a•. • e i � r NCRETE SCORE JOINTS, ° CONSTRUCT CO / h , t ® irr.iiromor4rip4efrIpmswo�. w SEE 1/AD504. 'ID• � ® ,' g P �+ }° � - ® �T""�° • wry y 19, Qom', i/ (11 1? 8. CONSTRUCT MOUNTABLE CONCRETE ® - ` ' k. bq� ' l _• i,t CURB,SEE4/C0501. p �® �� ©� � � �� ® ww• yi '' / t j 9. SEAL COAT ENTIRE PARKING LOT AFTER 1010,0 � •••• � , Q ` 40,�/i �' e �jt, if 11+ ! SITE CONSTRUCTION. ,� ; was. - - ' ..N14.,,,,„4,11..•'. o t I�� ! O i{ _f;, 4. lir` t !t I r/ it 10. PARKING STALL STRIPING,4'WHIfE LINE I- �/ TYPOF6, a ii----r- = LS / ��_ _ ,. j? ko- - 1 �. ,j ` air I 11. PLACE ARROW,SEE 31CD502. " \ O [7\.O t7ts.0iiir 1 - ,,L "t irj' r } L.� 12. INSTALL LAMP POST,SEE 31AD505. W -i -, .. lli . .. Nil 1.. -- 'F --- Ik4OP4�.4 " -I . rr4erfriFialitIII 1 13. TREE,SEE LANDSCAPE PLANS. CA' • 5 g ® •. t' LI ' , o I •\ " , itri iY 14. ROTARY CLOCK[BY OTHERS]. 4y;] / SLAB IS OFFSET 10'FROM FACE 5I DOOR rc i .r r� 15. CONSTRUCT CONCRETE FOOTING FOR O $ I P OF BLDG,PROTECT ALL(E) w $ y, r y r '" it (. r, 1 t t` g $ t ff fI �f I. INTERPRETIVE DISPLAY(ART),SEE 6/A0501- ' W + qa " DOWNSPOUTS&VENTS 21...:'-..:1 ] R 8 • • c ila �� o ° Y ,,,,. j�r �f it R [INTERPRETNE DISPLAY(ART)& V g p �. J N F i 4r INSTALLATION BY OTHERS]. 1 pp w �-( i j ' r i' i" 16. CONSTRUCT FLOW THROUGH PLANTER, ; ' n L ^ �� 0 RS ` , t erg 1� SEECP116. I ADASY6EOL 22 . Q'NO PARING p 3 ,� f' j 17. CONSTRUCT SEATING STEPS,SEE 1/AD505. 'IVO 5 m • • -. I PROPOSED RESTROOM SHALL BEA TIGARD AREA // P II PRE ENGINEERED BUBDING KIT,SUPPLIED CHAMBER OF COMMERCE ' I i 18. CONSTRUCT RETAINING WALL,SEE 21AD505 ANO INSTALLED BY ROMTEC[MODEL 4007]. VISITORS CENTER / l/ co • •' ` %/ f 11 19. CONSTRUCT ENTRY ENGRAVING'CITY OF t1 }} f '� -, / 1 /' ".' '"/� TIGARD'SEE 3/A0506. Pi -_ .-.----.7.;;,--,-..T.:::-.----, t1 ti % 20. CONSTRUCT STANDARD CURB PER CITY OF ' L // TIGARD STANDARD DWG NO. e e e e -E �'�" -_,_ � a , �/ • r( t / 21. RELOCATE&INSTALL(E)ADA PARKING E °-'E- �Ooi O / ' u; SIGN ON NEW POLE. T r '-c,_,,,,,,.-_,- mai OP :f 22. ADA PARKING STALL,SEE 4/AD505. = o B = 23. PROTECTO OWER POLE. 0 I -_- -1-''''''' `, - w _ - - - �_� ``_ ;f' LEGEND ° w �- °- �- - - -� sow / 'A, ° -� ,. i PHALTPATH g - - ____ TIGARD 0 [ '' _ _ r--1�1j' / GI -SEE CP SHTS �� --- -__.h_�.� -- - j s __IT - 0- - I CONCRETE 14,,,,,e1/ $ I -_- �_- d J' /1 , - + ` -SEE 1/AD501 - '7' { COLORED CONCRETE 1 v-r 1__ "�� SEE i/AD501 -`- ' -- .- _ r- , 'W 1t6LS LANDSCAPE IMPROVEMENTS w�� _ °-- .° j ii e�e ) -SEE LP SHTS -- -rr----- II J S LANDSCAPE MULCH PLAN l_- - r 10 0 5 ro 20 -SEE2/AD502 sne6midivNOTE LEGEND IS TYPICAL,NOT ALL ITEMS APPEAR ON SHEETS. SCALE: =1a scALE PLAN SCALE FEET le SHEET TITLE SHEET N0. 2 INFO Underground Is • ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL - -__ PROJECT NO �,7_, ;I� a fta 2l DWG FILE. isHT eD1 X102 , / 14II PUBLIC WORKS DEPARTMENT CITY OF TIGARD,OREGON AS O -kr DESIGNED BY: OBT •�- r 13125 S.W.HALLBLVD. *` 3; Alta Planning+Design Inc. . w - -- - -' " DRAWN BY: OBT .va7mt wMEE 711 SE GRAND AVE ' TIGARD,OREGON 97223 -__ __ DRAWNREVIEBO BY DY x"1.4..”•' OREGON to PORTLAND,OR 97214 ., FAX: 503439-4171052 ROTARY PLAZA - EAST DIAL TOLL FREE 0 FAX: 503-624-0752 DATE 3202019 BoTT0WOlae„1 E Ct' PLANNING+EIES m 'T-.CAR 3SITE PLAN P WWW.T]GARD-0R.GOV PROJ.NO: 92034 SHEET 37 OF 88 nrLLwsrrwowonaNGDAYS www.altap nning.com t .a... MARK DATE DESCRIPTION SCALE: AS SHOWN BEFORE YOU DIG RENEWS:11!30/2019 - GENERAL SHEET NOTES it s� .t r; ; ,fir ± {ffif# lii tNfll ( Ii4-if- � t+I lllfiifH WII ! ! Ik# IIIa1Hf1 +� f ?;4+}�1_{; Ii ( iLHfHil� �� 1iF ( ' I_1�� $ f I 7 t I ( I I – -- -- -------------- „ 1. FIELD VERIFY EXISTING FEATURES AND WES/PNWR --.__ __ UTILITIES AS REQUIRED. _ '___-_ -_--- --- 2. PROTECT ALL EXISTING FEATURES _ �g I // - - WHETHER SHOWN OR NOT. sd n / / :, �' O �1. O 10 a T ,,,,, if/ /7 . , il. _ 1 ��zt El_� — \ sl- - - — - / / r! r' SHEETKEYNOTES • �' x V. _ _ �o 0 - = — i - • • - - ° 1 SEAT STEPS a RETAINING w EE LS LSA * LS / T - - - �1 vAOso9. s ^� PATH ', $ gi R 51 rt 91 C/L P -SEE CP109 — - LS loo �% 2W0 ! ._ 2480 t— - �-- `t- 3!00 —�- =R r11 !! 444j ' —7 - -�— .....o al rye- m / ti' /il /i, �, 5th '' 5191 5t 91 �� g1 9153 .' 3.31 5391 MATCH PATH GRADES „,,,PAT,GRADES "' a „rm .11111CM111116.1aMilliniNN 1 l il MATCH PATH GRADES `'�. 42'.4-'''''''''..„,,,.. ,,4. -Vis; . .7'-''''''''''''” - ' .it.> , : .; dam. 400..• e ^�`� ilio,,,--, E $ "�' 18150' � 1 2 if a�s t �— A: \ .. 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S ii'TP.� $'--(5•FREEBOARD.6*POND DEPTH)/ `a3 .� - i%�� / / t6 ';'/ ` s (iBQ�IB) , ! i` W A 8 ...S- 159501W a •', ��, If ii Li. n Rt,FLOW THROUGH PLANTER \ $ �' '0} + o ; ?�' orop OF SO1. 2, Z 15 FREEBOARD+CPOND DEPTH) • I5$. w5E \� 'dam$ - ) fi V Zi I ' if 15533 1503 1W ff,271) I. I Iii t J"- i,1� '' \'�./i 757.50 TOP OF S06 d D pd / 0 �^.f 11 FF*15179 /4'.-_,1 !� (t', (1.1.1.1. - 15530 BW D I ,..! f - ,.;1 it D d / it f r r �� TIGARD AREA r% `7� !� I,{ d 01 r. f lF y�;�' -1-To. E}� 1.00 °•�$ i. D D i CHAMBER OF COMMERCE l i -f5. Ii_ J1 r /,:' \ J - D VISITORS CENTER ,1 ii I 1 ,,..4_,,,i `,Tjf/f// I / 4i, . 1 go 1 wn I / � ' lri '+' flit",/'fl J J a- 4"--'O i r / , j �i ..- Q1 l i Ji �``� / ,/ LEGEND RD ST �J h.; • 15820 FINISHED SURFACE W TIGARD SPOT ELEVArKX4 — _ GA a (157.29) EXIST GRADE � -_-_'_-__-- _ JJ 2`00 SLOPE.PERCENTAGE _ l� 1_"i1,21; 722 --GB-- GRADE BREAK Bc BOTTOM of CURB -- r ___ —_—_ ' BW/ BOTTOM WALL v _ / • TC TOPOF CURB - } it � �- � I TW TOP OF WALL PLAN to 0 5 10 m (E) EXISTING NOTE:LEGEND IS TYPICAL,NOTAIL rnass APPEAR ON SHEETS. SCALE:r=fo SCALE PLAN SCALE FEET —_ '°�° "�"104 'STE a ita ENGINEERING DIVISION - No- 2017-102INFO TIGARD STREET HERITAGE TRAIL 51ET„TLE CAD DWG FILE: 601.E • PUBLIC WORKS DEPARTMENT OF TIGARD,OREGON 13125 S.W.HALL BLVD. AS104 0 - _____.___._. DESIGNED BY: o5T VEN J. �� A�Planning+Design,Inc. a TIGARD,OREGON 97223 e. DRAWN BY: oeT •i7„� y7�, „y2un 711 SE GRAND AVE - .—. - REVIEWED BY: DY VJ,�OREGON PORTLAND,OR 91214 �"'`--� VOICE:503-639-4171 X752 ROTARY PLAZA— EAST I g DATE 3202019 ��„Olit.TOLL FREE 9p R� GRADING PLAN srET 39 of BB AT FAsr/woxroro°10oArs E A www.altaptanning.com TIGARD MMM1VTIGARD OR.GOV PROD.NO: 92034 g 12 MARK DATE DESCRIPTION SCALE: AS SHOWN 860AE YOU DAT RENEWS:11/30/2019 Cr. • I TTI I i t yfi 1 t I ! r GENERAL SHEET NOTES t . 0 1. FIELD VERIFY EXISTING FEATURES AND I • UTILRIES AS REQUIRED. 01 Q r j 2. PROTECT ALL EXISTING FEATURES 1 t I WHETHER SHOWN OR NOT. I O. 0, 0 0., 0 0 62 3 1 N N, N N T \ \ BRIDGE PIER �_ a ____ _______,__ 6,,', _ _013 — Neb 0. I Q SHEET KEYNOTES ..� _ _ _ it: — &'_ V.V. -- _ — _- • or Npr-w+vpir-INIr - . 1. NOT USED. A - g � Aiiii, LS Ls .� A _ MATCH PATH GRADES .e� 1 O • aid 'u ZDR - - t� - - ,= —� - - a zn 0` - --r=- y5 ( PATH S. �� = b w �,� SEECP109 �, � �, �- �s asp CIL P' -4 sig '" WITCH PAIN GRADES _ YATCH FATH GILIDES g � : H �� pAT X �.. s -_. > .. r._ ;5: - LS i� -47,,.::::::. -'•- -G9 � © / GB 0.50- - CIL* -,!.• 'ism . .e....„:"....„! , . • 6...0...": i 1 i 137 88 r� ��'8 1- ,' 8 g (IRM i� 446 8 T.;7; N. -‘#1.. g _ %aj'4io iin 42' =LS 8 F i, P_1 qyi, a' �i , , I�► ,.00, � a fir\ .O fn /�� N..�I, •. r 0.50r� ester ® W r:iAl�1{ �11t►.fw _ BRIDGE � 05'NO ,� 038 . 31 , ° — — •40 8 94 -- s !� 6 ffi� y�sc•arm : R i .: — 1 x.11 f al S tti Q `t .rte ....n�� C• -c; I 1I E -�---- _K _ r- � � yob o o Q 0 j • — — = --_ sW TIGARD ST -'` _ •G • 0-- - - I • I LEGEND - moi• — ------i ----_,__. SPOT ELEVATION _ � - — _ 138.00 FINISHED SURFACE B • 1F91 EXISTING GRADE •8 1 -- I ZOO SLOPE,PERCENTAGE { -GB- GRADE BREAK _- - - : BC BOTTOM OF CURB _ - - _--- a -_ — -- - - a BW BOTTOM OF WALL TC TOP OF CURB -: :1 TW TOP OF WALL I PLAN 10 0 5 10 zo (E) EXISTING NOTE LEGEND IS TYPICAL,NOT ALL ITEMS APPEAR ON SHEETS. SCALE:r=t0' SCALE PLAN SCALE ET A _ - PRL - ----_ AIA ,ST ` SHEET NO. IS TIGARD STREET HERITAGE TRAIL S TITLE -_ - RKi6ECTNO 2077.180 `- ( , a i ,a ® ENGINEERING DIVISION g CAD DWG FLE: T9tT_BOt Astor . PUBLIC WORKS DEPARTMENT CITY OF TIGARD,OREGON DESIGNED BY: DAT �� 13125 S.W.HALL BLVD. e J. j{'"" Aka Planning{Design,Inc. I V 0 3 R - --------------- --- DRAWra BY: DBT rr.. % 11/912017 711 SE GRAND AVE 1TGARD.OREG01f9M23 REVEWEDBY: DY °•'TM`•-o-4 OREGON �' PORTLAND,OR """`*. "01 '"" ROTARY PLAZA - WEST owrOLLFREE LP ,ati FAX 503624-0752 DATE: 3202019 Aru1 WORM•'AS 9pE ARS +I G WNM1V.i1GARDOR.GOV PROJ.NO: 92034 GRADING PLAN SHEET 38 OF 88 ^, MARK DATE DESCRIPTION SCALE AS SHOWN BEFORE YOU D O RENEWS:,,x.10120,9 • LEGEND �� .,„, EXISTING GROUND CONTOUR t fi -- _._. _ i ;� EXISTING GROUND CONTOUR L(,,, ––1000—— t - 3 _ EXISTING TREE TO REMAIN C) „_- k EXISTING TREE TO BE REMOVED 60 ( [ �j �� j • ;,, � f� SEDIMENT BARRIER(PERIMETER) /� X � l _> U i 1(t! 7 „• X `.-�� • k ORANGE CONSTRUCTION FENCE 0 0 I E --'' - x + 1 Ili Vit "t I/ v /j $ 111 CONSTRUCTION ENTRANCE . . '. _-,... i d-fir, r i ,"i-i"' -I-1 _r r , r i r • f i .!. ._ 1 i , f, . ( �i� �: , r r r:rr_r r_r_r.r I . _t-t I ..i I !t , 1 r, ; Lr IT 1 1 ' I . , 1 r 1 ii I �•ra '.t_._.. .—. �• 1-77i" T f t i f i�I_T-r;....� ! }_.,-I77' .._I-.- I I + '..r„ -- --•f- INLET PROTECTION -'f ;...,.._. i I :---) +$ �� PNWR I : _ _ -..--_ _ �,— ._ ;,ev. I 4-7.,' "i' i E-;•-.I.I-I �_� -- +.1.-:.11. ! j : t tb' , , I : ! 1t r — i WATTLES �� S .1-•!-i-71-,-i-,e,..,---7-i-;-1-:-F: _ -.:.� I_• L , , I WE / _.__ CONSTRUCTION �" .-4.--1-i-4-t-:-1,! 1-.4j +.-i -- / _ _ L_ _ ENTRANCE fg / / x I ---• _ CONCRETE WASHOUT PIT 5. �_� �/ CONCRETE , / I ADD WATTLES AROUND WATER -.1 WASHOUT PIT rT l / QUALITY FACILITIES DURING � ,1y le t * k........ DRAINAGE FLOW DIRECTION /I CONSTRUCTION �,1 7 ,, `�"°y CM TYPL G V MN+ ____2„, -— y , — � rriri�iDi�a !j 1 THESE EROSION AND SEDIMENT CONTROLPLANS ASSUME 'DRY � w • g }t +'�� f'" i y !� WEATHER CONSTRUCTION. "WEE WEATHER CONSTRUCTION MEASURES �' s` .f=r;,:,44,...4.44').-.4.-"..4,---„,p-Abo. - Vow. : !IT r `-,.. N P Tr , d �, ., -�s.; -u ;; - rt yn"t-^ -�,:.'cry .r .a •'U.i "•- .at+ irs„ .,� ! r 7' RS2EED TO BE AP UED BETWEEN OCTOBER tST AND MAY 31ST. 1 � .$TAGING,EQUIPMENT .aa � ag §• U ♦ ®♦ • al ysaMAINTENANCE,FUELING, i i�'I� �R � �. - 1' a� J J + � ®4� PdRTA-POTTY.ANO SOLID +�' �`� 'V � �'�111 e 7 �',a�,,,_ w WASTEAREA,../ 'ti �v 1iii. .....� �11'��j .'�- ► ®►Ntpi y fq Q �f j W '� .�►, .,.,te t �'a,��4,_.� . ,,,/ _� _ r-- -, 46.41......a.,,,,.......— '- 1, _ X,; .,, °a s'� kct,-1------------' .. „ �� ` �� . q�11 r �T R�. ;,-:• -,..:0, L.!--,%;,", :•:.-•:.‘-z '''.':,::•'.•:-;,_;.:::",--'.::ii -.---- , ,., - ' , -",, , , - .7+ I : ''''----: CO/1.4i LI:T.ti 7.7„-'7F/1it -....3 :-.-.-. ........... + 447 ? ,J C' '/ t l V f!. itiA^ETF k A!.1r?�t %J s I {{ cP k + ,i r „T/ tJ _ _ �_ � !_�Y`• Ali,' /� �Tr N "`mss <. • UDA SWALE f I _ice r '_= `---- -4'-''�_J ' ! '+ r •C_ ( 'r d -- >.__ 1 CWS DWG NO.795 f • 7� _ --1 FLOW THROUGH k ""` / . ' 1 Yom'=a<= r t - _ � ._.; ___ � t ' PLaNTER _ —>� �=•� 4a'--- J.I� _./ ��'-' $ I xl�_ -" - .3:m=� ... CWS DWG N0.794—__ , 7, _ � . -ter tj zz.= I a OVERFLOW �` --mss.:._= THROUGH 4. a PIPED TO(E)CATCH BASIN /-+" -- 1 , SW TIGARD ST PLANTER O - �1- A - - - - • I ,: i` - -- - �tra CWS DWG NO.794 .1 R';:,q,, �t.. ,../:ff[��/,< �—- '�'+�....,�.,�.-.,�,r.�„ " •,..v,►....„�t,� r if t' STI V / _ j--_.- e I \ n \. 1 I i # 441, x. J' ± f 1 r L'j i"4 1 ....*PI Ij I J v . j !' C I m I 1, l .7y 1r ;.r+1r'T` ilI s ,± 7 i # ,7_, i , ,, /11 y% !,1 / 'I/ f l} ~;iffr j, I I PLAN '° 10 '° SCALE:1'=20' SCALE PLAN SCALE FEET • gra A REVISIONS: a Ita DESIGNED BY: R8 DRAWING Na T9+T_ESCP o PROF 9 q.MNBY, I C7Gf FiflG� SCALE:��WATER TIGARD ST HERITAGE TRAIL Arith:ciRE.. es� ,AS NOTED 92034OB R $ Alta Planni +Design,Inc. EROSION AND SEDIMENT 711 SEGRANDAVECNE�BY: DY 2550 SW HILLSBORO HIGHWAY k CONTROL PLAN PLANMN(i+DEslGly PDRIIAND,OR97214- PH E 503 68,936030 WASHINGTON COUNTY OREGON '`y�""°O. SHEET R_e"�� EC05 www.altaplanning.com FAX: 503-681-3603 TAX LOTS: 15135GB/00800&25102AB/05900 WASHINGTON COUNTY TAX MAP 1S135C8 RENEW5:1771l19 4 FGA FURTHER INF RRAEIEN FOR ESIGNER CRITERIA SEEN GRADING, STREET AND UTILITY EROSION AND SEDIMENT CN PDI!R IGN C"Q"SEE ON� OF CLE '� /��0 CONSTRUCTION NOTES: CHAPTER 4 O ON PR RATER CHAPTER 4 OF GEAR WATER SERVICES EROSION PREVENTION SERNLES EROSION PREVENTION AND SEDIMENT CONTROL Arra SEDIMENT CONTROL '6 PLANNING AND DESIGN MANUAL PLANNING AND DESIGN MANUAL < QO �� ¢ � /� SO•M/H 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED 16. All BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT e o .:a'`ry:A,4, OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: CONTROL GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, _ •;..%., x3 ;4? r% A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE FUNCTIONAL AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO Oa :,;�z4 . 4 M:4 4. RESTORATION PLAN FOR APPROPRIATE SEED MIX. COMMENCEMENT OF CONSTRUCTION ACTIVITIES. r�4;+�' ,;ti•:-.'�' a h�+1134;yv 1,1. B. DWARF GRASS MIX (MIN. 100 LB./AC.) § �,,,: • 1. DWARF PERENNIAL RYEGRASS (807. BY WEIGHT) 17. ALL 'SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)* SHALL BE 00 0 -na ::;:=141M,7.71-KIP,: ) INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS ' . _ ,:•41. 2. CREEPING RED FESCUE (20% BY WEIGFff e'''..47.,10:44-40.:•:•"•.741:14:•,-r 10:•• :s:•.•. SHOWN ON THESE PLANS. 00000 RADIUS 25'MIKC. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) "'~ r% CLEANe'G PIT RUN CR r- RAIN Rax .,< e, cF 18. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING NW MUM 12'D+ERLAN ,,I,oe'�s1 ass 1. ANNUAL RYEGRASS (40% BY WEIGHT) 2. TURF-TYPE FESCUE (60% BY WEIGHT) ACTIVITIES. OF SEAMS. ACTIVITIES.REINFORCEMINT ,T�'1` EoTExTRE AS REQUIRE) A``� 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE 4101/1110 SEE NOTE N0.3 a�vTM SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER •20'MIN.FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. GRAVEL.CONSTRUCTION ENTRANCE CURS RAMP 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABUSHMENT OF PERMANENT VEGETATNE COVER VIA SEEDING WITH 4. r.s a" uu., PAxEonAPPROVED MIX AND APPLICATION RATE. c• .,.., 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING MS," � _ - - l_laria,7.......ic,k11111LILA ri 2� _ �� EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR •__ _ �M_� ` if `Y.`.: OTHER APPROVED MEASURES. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION EROSION CONTROL BARRIO' 1 - AND CONFIGURATION. DURING *WET WEATHER"PERIODS, STOCKPILES SHALL BE REQUIRED 0 TOE OF aGPE. PLASTIC SHEETING I. THE ENTRANCE SHALL.BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR PLOWING COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS CF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING.REPAIR AND/OR REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY,WHEELS SHALL BE CLEAN@ PRIOR TO ENTRANCE ONTO PUBUC RICHT-OF-WAY. 3. THAT S INTORAN REQUIRED. SHALL TRAP ONANARENT STABILIZED LATH CRUSHED STONE 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE NA THE CONSTRUCTION TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, ENTRANCE,OTHER FILTERING SY57EM.MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED ND1f<. MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE S. DIMENSIONS MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION 1. MINIMUM 12.OVERLAP OF ALL SEAMS REQUIRED. SNNIQ F FAMILY 2. BARRIER REQUIRED 0 TOE OF STOCK PILE 20'LONG BY 20'WIDE 8'DEEP OF 34*MINUS CLEAN ROCK. CONTROL MEASURES. 3. COVERING MAINTAINED TGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON CA1_89_L ROPES W11H A MAXIMUM 10'GRID SPACING IN All-DIRECTIONS. 50'LONG BY 20'WIDE 3-6'CLEAN ROCK,GOVERNING AUTHORITY MAY REQUIRE GEOTEX T1LE 4, PLASTIC TO EXTEND MINIMUM I'BEYOND TOE OF SLOPE FABRIC TO PREVENT SUB-SGL PUMPING. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPUCATION OF A FINE SPRAY OF WATER, PLASTIC - SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PLASTIC SHEETINGCONSTRUCTION ENTRANCE �, 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CleanWalerilvServices CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. DRAWING NO. 810 REVISED 12-18 DRAWING NO. 855 REVISED 12-18 ADDITIONAL MEASURES INCLUDING, BUT NOT UMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED $ AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. B 9. ACTNE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION i MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO EUMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. fs § 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER 1 THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTUNG PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. k 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP 1 AND DISPOSED IN THE TRASH. I I 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. s 1 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. > 1" 6 RASE: AREVISIONS: DE9CEEDar SRB ORAWNG NO, TSHT_ESCP to PRO% g. - EROSION AND SEDIMENT a Itc' DRAM SY SGAE ��° TIGARD ST HERITAGE TRAIL �s, �� JOB NUMBER ,Q, - CREME/BY: DY `" � �. 92034 Alta Planning+Design,Inc. CLEAN WATER SERVICES CONTROL DETAILS PREPARED FOR :4:!!!!)r1141' 711 SE GRAND AVE 2550 SW HILLSBORO HIOiWAY N ro 4 �€ PORTLAND,OR 97214 PHONE: 0 -R -360 WASHINGTON COUNTY OREGON '°44 R77BAP�,rJ4 SHEET AND NOTES PLANNIMG+ PHONE: 503-681-3600 ECO6 ' www.altapianning.com FAM: 503-681-3603 TAX LOTS IS135CB/00800&2S102AB/05900 WASHINGTON COUNTY TAX MAP: 1513508RESUWS:12/31719 f FOR FURTHER INFCRMATION ON DESIGN CRITERIA SEENOTFS: N M 1'Hlfaf PERM EXISTING GRADE R CHAPTER 4 OF CLEW WATER 3•BY 3'MIN AT MAY BE USED SHORT TERM _ __; --------/E SERMCES EROSION PREVENTION 1. WASHOUT FACILITIES SHALL BE BOTTOM OF W/UTILITY WORK AND W/ ;�. ANGLE FILTER FABRIC FENCE TO AND SEDIMENT CONTROL �»..:, ASSURE SCA IS TRAPPED PLANNING AND DESIGN MANUAL MAINTAINED TO PROVIDE ADEQUATE 1=81111=111111-11111=ilium IBili=III WASHOUT TO \ PHASING OF DEVELOPMENT _ I ■ - 1 a _ - 2. HOLDING OR ET AIN A MUST i III; -/111i .K h ON i E " ,is r I A A _ OUT MUST BE CLEANED Milt' --.�.- . now w 71,�f♦ I • BE CONSTRUCTED AND READY FOR Pi 111 i p 1, •I .'� ♦ sow USE ONCE THE WASHOUT IS 75% 1I 111- --► ul IAniI: .i• �- w000 5 AKE FULL (111' III= ► �•ry ` ABlluniii "�. so I�I�III LIMP■ \ ,p111••• ■■ \ ■ J'PUDE wATREs ILONc SLOPE cONTwRs 1= 11111._..1 i 1 Pull pT -"X 3. IF THE WASHOUT i5 NEARING IIIA 111.471.411:.9110.0.4270. ..'*�„'. 6IL+ I Iv,-- . = CAPACITY,VACUUM AND DISPOSE2E. '} 1 PROFILE OF 717E WASTE MATERIAL IN AN I _I_ili.=a► r y s%'i '' i NOT TO SCALE ' APPROVED MANNER. VIII III= CLT g---'r• � \\`� . INTERLOCKED 2'4 2" �1�j 4. TEMPORARY CONCRETE WASHOUT 1 =III ^- *_ -__ .--_- � POSTS AND ATTACH LAN VIEW A!7% FAaUTES SMALL BE LOCATED A IIIIIF-BIIII-IIIIII_IIIIII=111111=II III_' 'M 17 ' NOT TO SCALE I�11^ MINIMUM OF 50 FT FROM SENSITIVE 60.(TVP) AREA DRAIN JL AREAS INCLUDING OPEN DRAINAGE 9'BY 9'MIN TO *EAT STRAW,RYE .___ ' FACILITIES AND WATERSOURSES. CONTAIN CONCRETE CATCH BASIN USE STITCHED LOCFS CRASS STRAW. STAGGER COCONUT OR 5. CONCRETE WASHOUT FACILITIES PLAN 3'MiNWUM ( JOINTS EXCELSIOR WATTLES MAINTAINEDHALL BE CONSTRUCTED AND NOT TO SCALE ..E-'^ r// DYER z•>t 2'POSTS NOTE'SIA IN SUFFICIENT ��TX SLOPEp 1. BURY BOTTOM FILTER FABRIC 6` ° CMIAN7TTY AND SIZE TO CONTAIN ►OW +"RP!'S""ie' \- VERTICALLY BELOW FINISHED GRADE. ALL LIQUID AND CONCRETE WASTE �-PLYWOOD pWlgII� GENERATED BY WASHOUT 46'RY 24' 11 �PnpnR.:nL.o�Njg4112. Yx 2`FIR,PINE CR STEEL FENCE OPERATIONS. I':WASHOUTPAINTEDWHITE �xf7.g' POSTS. . AREA BLACKT $ "�s�3',F111 .i M ti_.!-p,3. POSTS TO BE INSTALLED ON UPHILL 6. INSTALL CONCRETE WASHOUT SIGN Ro '-^Y-SECTION {6'HEIGHT Y y��my unnFLOW /U SIDE OF SLOPE. 'MTHW 30 FEET OF TEMPORARY T 1 � "'(j, 4. COMPACT BOTH SEES OF FILTER NOT TO SCALE CONCRETE WA910UT FAOLItt. 72' / 1////--^��``1 II'IfNIdBfA / I/, 7 .1 FABRIC TRENCH. STAKING SPACING 36' c j 1 611* ,- ��i��'... e\ \\\111.:::---.JJ/'/// i �II P.IId __ 5. PANELS MUST BE PLACED 4'ac 7. TEMPORARY CONCRETE WASHOUTS FUER MAC NV/ ACCORDING TO SPACING ON DETAIL MAY BEA PREFABRICATED f , R'"^�,,�s-''m'':- mama 36' NO.640 CONTAINER THAT IS PORTABLE AND m44I: ME RO A I FLOW FLOW REUSABLE. CONCRETE WA4IDUT SIGN 4. ,�. rat II PROFILE "— �— (OR UAIEQUIVALENT) A R dla NOT TO SCALE NOT TO SCALE DITCH INLET PLAN VIEW =gin •*„•JlmxnP MINIMUM I. CLELTESL OVERLAPPING EXCAVATED MATERIAL J'-e`ROCK KITH A 1 j f . ., �y ° OH UPHILL I. STA OHO SPECIFICATIONS: MIN AY BE USED FCR PERIMETER BERM MINIMUM DEPTH 6`overlap bogs. 41 c t'X2'NVOt10/STAKES F n ACID 10NAL STAKES MAT SE INSTALLED G aN _� NOTES; t FILTER FABRIC UMMAL OOWTWIRL.SIDE OF WATTLES,ON CUP SLOPE OR z.6- 'aJ' 36 RDE ppyg I 1. ADDITIONAL MEASURES MUST BE • 'r9,• s ° HIGHLY EROSVE SOILS. + CONSIDERED DEPENDING ON SOIL TYPES. , q5 ,xi'hl}'brs; 1 .2R SLOPE 2. SPACING IN ACCORDANCE WTM DETAIL 940- 4'a ty' >ru:{. >p!y rr � 1•MIN =I1-- , , ,-''r :x.?i% 'O r.'.:.<,::::,:1r'}`4'-';':'>+;'% ° J. REMOVE ALL Rags CLODS,TEaTAnaN OR .:.-. . _.. --- - 11=R=1i=li=fi-li=li=li=ii=_i Vii;II, 2. 810-FlLTER BAGS SHOULD BE �� ,�� ' i 77. OCHER OBSTRucn0NS SO CHAT THE INSTALLED -1-11=1111-11-11--"-11-11- _ 1111-8- JI-_"-' C I/ �/ / � -11=11=1111=11=1I=11=1- z'MIN -i�=11' 9-I'I-II J-II-11=11=11=11=0=1T STAKED WHERE APPLICABLE USING (2) WATTLES WILL HAW DIRECT CONTACT 1 E - =T-lo-1-I , -11=11=D--11=11 P.-ii -B-II-II-B-B-1- i'x2` WOODEN STAKES OR APPROVED PLAN VIEW 501- -=11=11=g=11=_-n==11=11=1= - EQUAL PER BAG. II e YAXONu SPACING LNOT TO SCALE 4 INSTALL THE WATTLES N A 2 DEEP RFJIW, FOR FURTHER NFORMATKIN RIGRIBIG THAT NO GAPS EXIST BETYIEDI THE FOR FURTHER INFORMATION ra- w DESGN CRITERIA SEE SOIL NO THE BOTTOM OF THE WATTLE.THE 3. WHEN USING 30 BIO-BAGS TO FRONT VIEW CHAPTER 4 OF CLEAN WATER —� ^"P— ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTION ENDS OF ADJACENT WATTLES SHALL BE 3'BY J'MIN TO EXISTING GRADE PROTECT A CATCH BASIN YOU MUST SERVICES CLEAN WATER NOT TO SCALE AND SEDIMENT CONTROL OVERLAPPED 1 FT.WNW TO..FIELD CONTAIN CONCRETE HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION SEDRIENT PASSING 1HROUGN THE FTELD JOurr. gGTIor4 A-s OVERLAPPED BY 6`. AND seaMENrcaFIrRDL PLANNING ANO DE94N MANUAL. PLANNING ANDENT CONTROL MANUAL. NOT TO SCALE SEDIMENT FENCE WATTLES CONCRETE WASHOUT INLET PROTECTION C�eanWSber- Services aeanWaterServices TYPE 4 DRAWING NO. 875 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 DRAWING NO. 900 REVISED 12-16 DRAWING NO. 915 REVISED 12-16 B >t a S a 1- i 82 Ri h a gi S I S 1 $ R s 4 > I E S ` DATE: ' REVISIONS: DESIGNED BE SRB DRANK K0.: TSHT_ESCP ED PROF EROSION AND SEDIMENT a Ita DRAWN BF 5RB SONE AS NOTED TIGARD ST HERITAGE TRAIL �,`��52:0:6,. OB NUMBER R. 2034 — CONTROL DETAILSIIA AltaPlanning+Design,Inc. �BT. DY AN WATER SERNCES s HEFT PREPARED FOR: ORE . 711 SE GRAND AVE 2550$W TER SET 0 HIGHWAY 1 �M, gO�M1 J�4 SHEET PORTLAND,OR 97214 PHONE: 0,-R 97123 -380 WASHINGTON COUNTY OREGON °y, ,27BP��* EC O7 91x11 PHONE: 503-681-3600 ECO7 A' www.altoptanning.com FAX: 503-681-3603 TAX LOTS 15135CB/00800&2S102AB/05900 WASHINGTON COUNTY TAX MAF- IS135CB RENEWS.12J31f19 /`- SHEET SCHEDULE r p'�o. 1 SHEET CONTENTS �oj�ry 1{1T(:h[E GO COVER SHEET / REVISION 8 SHEET SCHEDULE �� F'¢"' Nd, G1 COVER SHEET / REVISION 8 SHEET SCHEDULE ) C1IJIKBD 9� 18240 NORTRH ANK ROAD - ROSEBURG, OR 97470 A1.1 FLOOR PLAN w ,d (541)-496-3541 FAX (541)-496-0803 A2.1 EXTERIOR ELEVATION VIEWS rW Ca ID fi Cassandra Report trl 57.1 FOUNDATION PLAN 51.2 FOUNDATION DETAILS v�� •,: 4� 510.1 ROOF PLAN *Nom;* PROJECT INFORMATION P1 PLUMBING SCHEDULEis i� - 64e t PROJECT NAME TIGA�RD ST. HERITAGE TRAIL P2 PLUMBING PLAN ELECTRICAL SCHEDULE \ EXPIRES: 01/01/2020 PROJECT I.D. TSHO1 E2 ELECTRICAL PLAN b W or U T V I— 0 O MODEL # 400 SIDEY LK DOUBLE RESTROOM =._ I H - ,, SITE ADDRESS 12345 SY�I MAIN ST. .,o IL . �� T.� z � p = m� �� L o ro 0.2ro 0 � a�)EE ' E Z r0cLz c�N° m - 1 CITY / STATE TIGARD, OR q-1223 p_ _ ��_-LL vY� NOTE: .c, W E E.c00 y e. c�c 2 Y m= ROMTEG IS NOT RESPONSIBLE FOR ANY SITE DESIGN OR ENGINEERING AND WILL 2 - w 1 o NOT BE HELD ACCOUNTABLE OR LIABLE FOR ANY ISSUES RELATED TO THIS SITE. tip.5.z a_ -) n r H O a IT IS THE OWNER'S RESPONSIBILITY TO ACCURATELY LOCATE THIS BUILDING, SET 0 U FLOOR AND ADJACENT ELEVATIONS, DETERMINE SITE IS SUITABLE FOR w r CONSTRUCTION, VERIFY ALL UTILITIES, ETC. w w v Q4,, w 0 I—CIIII a ": cc O 1— GENERAL NOTES: Q ° � 1. ROMTEC SHALL REVIEW THE DRAWINGS THOROUGHLY BEFORE X K n PROCEEDING WITH ANY WORK.ANY DISCREPANCIES FOUND WITHIN THESE in In Z W DI DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ROMTEG. Z_ ROMTEG SHALL NOT PROCEED WITH ANY WORK HE KNOWS TO BE IN CONFLICT WITH OTHER WORK,OR 15 NOT APPROVED BY CODE,UNTIL RESOLVED BY a- 1 0 ROMTEC OR THE ENGINEER/ARCHITECT. W 0 _J 2. ROMTEC SHALL MAINTAIN GENERAL LIABILITY INSURANCE AND WORKER'S Q COMP.INSURANCE. z X• ILI N I- Z 0 3. QUESTIONS CONCERNING MATERIALS OR CONSTRUCTION CONTACT z 0 IL W Q / ROMTEC TECHNICAL ASSISTANCE AT:541-496-3541 • IL W W 4. ROMTEC SCOPE SUPPLY AND DESIGN SUBMITTAL(SSDS)IDENTIFY 111 H (N '4 I/ SPECIFIC MODEL,MANUFACTURER d BRAND OF ALL PLUMBING AND INV Q I— Z I-- I— ELECTRICAL FIXTURES AND ACCESSORIES.REFER TO THE SSDS FOR SPECIFIC * (j) LLl LIST OF ITEMS SUPPLIED BY ROMTEC,ANY ITEMS NOT LISTED IN THE SSDS 15 I— Y Z W ASSUMED SUPPLIED BY THE INSTALLER. q z 2 TT I1 5. THE OWNER/ROMTEC MAY EXERCISE DISCRETION IN SELECTING THE �1�/.' —' FINAL LOCATION FOR NON-DIMENSIONED ACCESSORIES AND FIXTURES(E.G., W W Q F— 0 J LIGHTS,COMFORT HEATERS,ETC.) '8 [n - Pi 0 pp t--- I-- O kb � < P CQ w _ _ W Q 5 a I— I— m m PLAN SET# 1 G1,51.1,512 z ° TSH01 Q 2 09/13/19 GR DATE: k5 Q OS/16 'o201cl 1 09/05/19 GR A1.1,A2.1,P1,P2,E1 0 W REV DATE BY rt 1 09-05-2019 GR Q' m 2 09-13-2019 CR REV. DATE BY DESCRIPTION o DRAWN BY: OOQ CR REVISION SGR EDU LE SHEET NO. GO \,... A CODES AND STANDARDS { O\a 2011 OREGON PLUMBING SPECIALITY CODE(2015 UPC) O' .r 2014 OREGON MECHANICAL SPECIALTY CODE(2012 IMC) O_1�� 4 ...............r� 2017 OREGON ELECTRICAL SPECIALTY CODE(20r1 NEC) w 2014 OREGON FIRE GODS . CIIJLKBD x C) 2014 OREGON STRUCTURAL SPECIALTY CODE,CHAPTER 11 (ACCESSIBILITY) • : Cassandra Ruport ?t;) _ 2014 OREGON STRUCTURAL SPECIALTY CODE(2012 IBC) ID#1063772 ;'0� ACI AMERICAN CONCRETE INSTITUTE,ACI 318,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" *NKBA t A Ali 1 61I I• t ACI AMERICAN CONCRETE INSTITUTE,ACI 530,"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ` EXPIRES: O1/01/20z0� "STEEL CONSTRUCTION MANUAL,13TH EDITION" 7 K..•A w . ci .eta K C &^Y Y 3'to O u 1 VO CODE SUMMARY: z 3 v0 Ci a.3 E T°' m E 9,`„0, OCCUPANCY TYPE: U v 2 E O --.)8.8(5- m g Z CONSTRUCTION: VB E Z V 2,72 g • 74 -,C 0 LIJifolF2i AREA: 150 SQ FT pp AREA ALLOWABLE: 5,500 SO FT �, Q if1 PISA?Y U HEIGHT: 1 STORY S N y ,�-, ct :. r_, HEIGHT ALLOWABLE: 1 STORY a o W P s m w OCCUPANT LOAD: 3 z S) 0_ Gt ' O z U a l l DESIGN LOADS W —�� .a - � ROOF:SNOW LOAD 25 PSF ;,;), . ROOF:DEAD LOAD 10 PSF 11.1 114 K u E'er WALL DEAD LOAD 10 PSF I — W IT IBC SEISMIC.DESIGN CATEGORY D 00 j DESIGN WIND SPEED (ULTIMATE) 120 MPH Z EXPOSURE G ALLOWABLE SOIL BEARING 1500 PSF f Lf1• z ZC _ SEISMIC DESIGN DATA: WIND DESIGN: z RISK CATEGORY: 11 ILIw 0 Q j RISK CATEGORY: II — IMPORTANCE FACTOR: 1.0 WIND SPEED= 120 MPH Z Fx-- 2 W SS: 0.972 Q i w EXPOSURE: C N 0 fi 0 0 Si: 0.423 z LL w W17: V SITE CLASS: D INTERNAL PRESSURE COEFE_ ±0.55 0_ 0 U) SMS: 1.080 1 Q 0 0 Q -( SM1: 0.667 N JJ W V Z < SDS: 0.720 Ill• V S , W ce SD1: 0.445 t Ca LLtT) t O SEISMIC DESIGN CATEGORY: D a 4 pr- 111_ D te a/ !... v F �t I� R 3 0 U < X F w I� 1� ~ BASE SHEAR: V= 0.240 W w Q ' a ~ ~ co In PLAN SET# za TSHO1 Q DATE: BEARING WALL SYSTEM: STEEL SYSTEMS NOT W Q 05/16/2018SIONS9 SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE, p REVISIONS EXCLUDING CANTILEVER COLUMN SYSTEMSUR ANALYSIS METHOD: EQUIVALENT STATIC FORCE METHOD K 09-13j2019 GR, is- to SPECIAL INSPECTIONS pK N �_ DRAWN BY' CONCRETE SPECIAL INSPECTION NOT REQUIRED PER IBC 1705.3 Q ` GR EXCEPTION 2.3 [FOOTINGS] SHEET NO. EXCEPTION 3 [SLAB] G 1 , . ,... . ...„ 40" PUSH 0 / BUTTON / rrnn -a V o itor ,:. r A r rn > Nti , , II- ill / 40" MAX 11 Q N N N ei \ \E zrnA / , rn — Cl r C = V' ® A p g c RI iu A It A A c/o- \ O A0 111 — CJ7 NO 0 n r A r x 0 —}-- 0 I -r 23" 4, � � t _ e Ist / p—11 irl O y r— -( 0 P -13 — r 0 ii Z :\''ar, , o C rnp O 0 O �► rn h N O Co . oil rn + .o _ d 0� °'i1 r Z-� I I > _ N. _t t O O / 40" / Zk•i 4SINN o Rf s7rai C t-, vip 7 / 33" k Z . X "43 X „ 71 i Il11 Al — ' CEP h IQ\ til it 1 r A n 0 0 .....______,-----'c ___ / til \ 0 C"> 0 z \ n� N _ii 70 0 0 0 rn mil 0 to r 4` A 0 I 2 O rn r 'T9 r = An 0 - " BUILDING d z / J' -I 711c / d 0z Z 8'-5" ROOF Z A rn I � I A J 04"MAX(RIM) OTL ' 29'MIN }lI Z ,t .111 2T MIN i r H9' (11 ni FX11 i „ rl ..jr m. / k \12" 09 ^ \ ��_ Structural members only were included ,Of IED in this structural review/design by PSE. 11 �4 •" "••::::14'), �O I Non-structural items are NOT included. /� G,' r1 � 79 mrn - n '''.'�' ©2019 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER (!) * S. O a o DISTRIBUTED, AND NO BUILDINGS MAY SE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC. 0 • c a 1,„..3 oz. p x o -a PROJECT: 4007 SIDEWALK DOUBLE RESTROOM Precision ConsultingEngineering, Inc. w v f! • z m Z TIGARD ST. HERITAGE TRAIL Klamath Falls Office 0 N * ` N E nl N :';a, 250 Main Klamath Falls,Oregon 97603 —' ,a.• O C \ Nm Phone:(541)850-6300'Fax.(541)850-6233 • Y•, ., �`z'� C� $> to z al TIGAtRD, OREGON ROMTEC 219 66 nfo@st ucturel.com N .S ' O m N 0 SHEET TITLE: 0 Moisaa v-v Z 0 INSTALL INSTRUCTIONS 18240 NORTH BANK ROAD N rt R MTEC RO3541 FAX OR 97470 J . (7\"' I FLOOR PLAN (541)-496-3541 FAX(541)-496-080 / N\ Ac A z0 013 013 rA rpi A rrn p __,rn1 0 0 B-4" / / 6'-3" 1,S > _ r rn rn { r r 111 4 \ I of ii 1 11 18 4, 91" < /4. ..s. ..\\ -- , i / E52 ,,,, rn � UUU4»' —1-- III 4 d 0 / 95" / 61 / 100" nini� / Az N D➢ w r 0R si drn rn NN_ 4\ A Z H 10 < 1 rn rnrn 8'-0" 0 Iyn• -mminnimmi W / / rn I lllllllllll 11 y r uinlinli l rn �- r rn Wilt FYI > r .� 11 rn rn Ij- - -8‹ 1t --I -'' I kill › __.b < I Illlllilllll z IIIII111111I rn p {11 ,L 111 z-0rn rA di< -1 rn rn 0 o9 1 �1 rnrl'1 ;. Structural members only were included ?( ¢ttFIED rn in this structural review/design by PSE. 13 ... cji,):::,"'''''''''''' 0 X ►Non-structural items are NOT included. 71 ' RI _ a n n `.P 9 - ©2019 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER CO * v fl, t DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC. Ili Z i c Q ;..j V m 0°> a PROJECT: 4007 SIDEWALK DOUBLE RESTROOM Precision Consulting Engineering, Inc.[ncX F D www.structuretcom \ �.* t.Vi 'O m m - ! TIGARD ST. HERITAGE TRAIL Klamath Falls Office O :�"' (�• < m rT..: 250 Main Klamath Falls,Oregon 97603 7.`' Na (7) C5‘ _ TIGARD OREGON - -la". Phan:(541)850-6300'Fax:(541)850-6233 + '* �• •.: ,7V1 \ i ROMTEC 219-66 info@structurel.com 10 '3 O m Z 1) O SHEET TITLE: 0 �DISgQ [+1'�� to O INSTALL INSTRUCTIONS 18240 NORTH BANK ROAD rt RC MTEC96-3541 FAX OR 97470 A � EXTERIOR ELEVATION VIEWS (541}4963541 FAx(sal)-4ss-oBBs O _) 1 . r FINISH SLAB WITH A WATER BASED CONCRETE SEALER (PROVIDED BY INSTALLER) ::;:s �pPROFFSROMTEG TO COORDINATE SLOPE OF SLAB REGYGLE G`N��s/p2 AWAY FROM BUILDING WITH THE EXISTING RECYCLE ALL USED SHIPPING �/ E CONCRETE AND PAVERS 50 AS TO PROVIDE MATERIALS AND LEFT OVER A SMOOTH TRANSITION. G.G. SHALL SUBMIT •RECO PROJECT SPECIFIC INFO TO DEMONSTARATE BUILDING MATERIALS ab 07 2o• ,' COMPLIANCE WITH SITE CONDITIONS, -1/-PH M NPS' DRAINAGE, AND ADJACENT SURFACES. IT 15 INTENDED TO PROVIDE 2% SLOPE AWAY FROM BUILDING AND SLOPE TO FLOOR ! .' 'I SES: .Y6)-, - < DRAINS INSIDE AS NOTED. w z r c' x 1 U qa cp c Rr C `As GENERAL NOTES: 6" GONG SLAB IN/ #5 gh *FOOTINGS SHALL BE CONSTRUCTED ON UNDISTURBED 3 oz 0 .c "s _ REBAR @ 24" OC EW OVER NATIVE SOIL OR ENGINEER APPROVED FILL. ROMTEC TO [a N 0 V a)E E z w 6" ENGINEERED FILL `- "- VERIFY ASSUMED SOIL BEARING CAPACITY IS 1500 PSF. o ;~ w 0 C.m°° s off 6" x 48" TRENCH Z SHOULD SOIL NOT MEET OR EXCEED THE ASSUMED SOIL a z c�LL LL o m 4 1q'-5 5/16" OVERALL FOUNDATION DRAIN, TYP. 0 BEARING CAPACITY, ROMTEC TO MODIFY SOIL CONDITIONS g . it w E;a 1 I' 1 2.2 1q'-4" BUILDING / Q TO SATISFY CRITERIA OR NOTIFY ROMTEC TO REVISE -' -1 Y - 1'-O" 3'-7" 3'-11" 3'-�" 1'-O" Z DESIGN PER CONDITIONS ENCOUNTERED. BACKFILL AROUND� o M w = o- W ,I' / / / BUILDING TO PROVIDE SLOPE AWAY FROM BUILDING NOT -z D z 0 "_ O ly Alk \11 1/2" u- LESS THAN A 2% SLOPE FOR A MINIMUM DISTANCE OF 10' 000 r U 11 1/2" -0 2 O 1/2" J FROM THE BUILDING. o I : A. ® *CAST-IN-PLACE CONCRETE: 3000 PSI MINIMUM m ill o " , o C_ pc n.�°n, — 1u0 •I. — ■c��°n — — n°�°■ \\ > COMPRESSIVE STRENGTH AT 28 DAYS 4" +/- 1 SLUMP, WITH I-- `r - ' ° ° — —— _ 1 i 0 MAX 3/4" AGGREGATE, AND ALL MATERIALS TESTED IN z 0' A - r - ''° ' ��` 7 A O Zo ACCORDANCE WITH ACI 318 STANDARDS. FINE BROOM Q I i • sia 4'-6" PLATFORM. °V 1 ■ sib„ ur �m FINISH INTERIOR SURFACES AND EXTERIOR SLABS. 12.. Q 'I q i a, ��. Z to CONCRETE REINFORCING STEEL (REBAR): 60 k51. (GRADE 0 i V 1 �Anail 60). REBAR MIN. BEND SHALL BE NOT LESS THAN 6db z •° 2 ' ' , - 5 / ( B INSIDE DIA. AS PER AGI 318 SECTION 7.2 w O J Q .` I g i 1 I in m 4hI a o I� w d; � 1 px `I :1 .:r� I r bp® *FINISH FLOOR SLOPE 15 2% (1/4" PER FT) MAX 4 1% (1/8" Q w rt Z 9 I m iri I O PER FT) MIN z W 0 Z _ _ `� • — — _ *CONCRETE SLAB BENEATH FLOOR MOUNTED FIXTURES 15 TO 4-- Di m n a_ L 'sc.. • — `'ac1 s"'�-ls'��"�' _ iv � J BE GROUTED LEVEL AND SMOOTH. N K - - - '-- = v o 1- Z Z O TO z .57.2 � �r I 111 J 2'-11 1/2" 3'-5 1/2" 4'-3" 3'-5 /2" 2'-11 1/2" 4"CURB > S R (� L 1'1'-4'/ CURB w a r- w O 4) 0 /4" SEWER STUB I o Q Q 1 1/2" ELECTRICAL STUB 0 1- < < ~ 1 1/2" WATER STUB -I B a 1- F- LI 8 °-CONDUIT FOR IRRIGATION mPLAN SET# (SUPPLIED 4 INSTALLED BY OTHERS) z Z TSH01 Q DATE: C d 08/1S/201q A2.1 X Q REVISIONS A vREV. DATE BY 2 09-1S-2O19 GR 0- 2 FOUNDATION PLAN ° K D <1.1111> B 00 �WNBYGR SCALE: 1/4" = 1-0" SHEET NO. G 51. 1 6" CONC. SLAB W/ 6 x 6 10/10 WWM OR #5 REBAR @ co PROF 24" OGEW ROMTEGS T53X3 STEEL COLUMN 6" �'((-1 G i N F �ssj OPTION, SLOPE AWAY T5 BUILDING t� �� F'Q 0 y FROM BLDG. @ 1/4" : 12" UNO 6 1/4" - cr 875 PE / 1 5/8" 61/4" a ° - \ SECURE PL 1/2" X 6" X 6" \ a = W/ 5/8"0 X 6" TITEN HD ° °_ —4— #5 X 12" LONG DOWELS 4 5/3" 111 1 5/3" FOREGO 1111111 s ANCHOR 4 5/8" \ @ 24" O.G. AROUND SECURE PL 1/2" X 6" X 6" ,Q 6. 07,2°, �\. 0b0 O° o ° WALKWAY TO BE PERIMETER W/ 5/8"CD X 6" TITEN HD qI.pN M• NP 000° 00 . D . SUPPLIED AND \ \ � ANCHOR / °OO 020° 0°<>0° INSTALLED BY OTHERS ° • `t\ cilli r iw 'i_ ES:t� 7G._.2 / , \ \ ,\ cv _ (( T53X3 STEEL COLUMNLLi w z r „<\ COMPACTED FILL , Ea -Ea T SS11 OF BUILDING a a; z - gov °0 F FNATIVE SOIL a° ii . �" .1,-- -,.,--_/----•,- 3 v0 C T�8 CO CONCRETE SLAB ry 12\\ GOLD JOINT _ °> Vy s o s & 0SCALE: 1" = 1'-O" 0 90000 0 °° C11- 12" WIDE X 12" PEEP:( o E E a ° ° 0° o° °� GRADE BEAM W/ 2 - #5 lfl z 0 N zei ci U 12" WIDE X 12" DEEP Al a y V - 4.1 GRADE BEAM W/ 2 - #5 \\\\\\\\ COMPACTED FILL BARS, TOP 4 BOTTOM c z c o o BARS, TOP 4 BOTTOM D �z-I V a NATIVE SOIL T0P VI F c 3/16" SCREEN © SCALE s"=1 o 0_ - ° ! 04 PANEL, TYP. I1 • CONCRETE SLAB m 2 0. o0 I 1- o -- r_ 1 SCALE: 1" = 1'-0" z o TS3X3 STEEL COLUMN l• X K OF BUILDING tfl a T53X3 STEEL COLUMN 0 z OF BUILDING z q T53X3 STEEL COLUMN � w O J (9i� NEL FASTENING �� OF BUILDING SECURE PL 1/2" X X 6"—� 4 3/4" a ~ K [ Z • f to J SCALE: 1" = 1'-O" #5 X 12" LONG DOWELS 5/8"� X 6" TITEN HD EQ m o V D _ SEGUREPLI/2" X6" X3" W/ 5/8"CD X 6" TITEN HD 1/8" @ 24" O.G. AROUND ANCHOR / _ #5 X 1'-4" LONG Lu v ANCHOR 2 3/4'` PERIMETER r EO `r DOWELS @ 24" O.G. tD � , Q AROUND PERIMETER "' 0 �� EQ EQ � _ °° Ln 0 Z t- Z / THICKENED SLAB = Q 0 D WALKWAY TO BE \ \ IN MECH ROOM —� • < • .!V I GOLD JOINT ~ 0 -I W 0 4 SUPPLIED AND _ ry �' ` ' - ° 0 g s IZI INSTALLED BY OTHERS \ ° \l' ° ° ° �� 1 r w „i Ca tr • , i • ,, rp-j4 caw rin r = ` 12" COLD JOINT m \\ j.' 'j. :. % d z l l� T m n \\� ,r \ r 1- 1- Q 8 a 0 �°\\O\0°O 0 ° TRENCH DRAIN PLAN SET# Op.0 00 ° C Cl" WIDE X 12" DEEP.00 � \ \ z 9 TSH01 ° �� ° °�` GRADE BEAM W/ 2 - #5 \\\\ Q DATE: 12" WIDE X 12" DEEP \ \� COMPACTED FILL 0 z 08/16/2019 \� \� BARS, TOP 4 BOTTOM 4 GRADE BEAM W/ 2 - #5 \\\\ Li REVISIONS BARS, TOP 4 BOTTOM /\ COMPACTED FILL NATIVE SOIL 0 REV. DATE BY NATIVE SOIL K2 09-13 -2019 CR (3- m ODRAWN BY: 0 GR ENTRY GRADE BEAM TRENCH DRAIN DETAIL SHEET NO. SCALE: 1" = 1'-0" 4 SCALE: 1" = 1'-0" 5-7.2 1 ='‘ D0 = te' I, J N 0 F O I1 — FP 0 I_ Goo,i. 0 0 0 I�rll - z Z rn r d n <„> > 7:"--7 _,..._,_ 0 0 �n n'/ COrn n A0 0 > r rn0 0 =t 7c zz 0 z V-5 3/16" ROOF PANEL z O c r rn / 6-5" OVERALL / 0 0 � _ --1r 0 11 z 0 -.1) -11. > z 0 A0 111 71rn c rr _< r rrn 0 rz C7rn d , O z N 1. Structural members only were included I R rn in this structural review/design by PSE. j}`1 f GEST m Non-structural items are NOT included. I= -� z ©2019 ROMTEG, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER m a o • ��. F-y • Cn ) o DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS,WITHOUT THE WRITTEN PERMISSION OF ROMTEG, INC. `n .z �' n+ V •ii (o A o v PROJECT: 400 SIDEWALK DOUBLE RESTROOM o 0 �� Z Precision Consulting Engineering, Inc. 1 D www.structuret.com "V 0 m \T—i oz TIGARD 5T. HERITAGE TRAIL t ff Klamath Falls cturetfreg C y - • (� 5 M _._, 250 Main Klamath Falls,Oregon 97003 -9 Y �-'! C' Co i TIGA�RD OREGON Phone:(541)850-6300'Fax:(541)850-6233 �� O\� 4 ROMTEC 219-66 info@structurel.com m N O SHEET TITLE: \ N Z0 INSTALL INSTRUCTIONS 18240 NORTH BANK ROAD ROOF PLAN R �.MTE (541)-496554URFM)541�96-080L� J i opo. . oS\��4�..y....NE. 4 CMKBD x Cassandra Ruport d PLUMBING SCHEDULE ID#1063772 ;'"4 SYM FIXTURE TYPE ............ 55 V CW HW *NKR%* WC ADA TOILET 3" 2" 1 1/2" -- ADA FIXTUREle LV HAND SINK 2" 1 1/2" 1/2" 1/2" ADA FIXTURE FD TRENCH DRAIN 2" 1 1/2" -- -- -F,), 01/01/2020 HB WALL HYDRANT (FREEZE LESS) -- -- 3/4" -- -. v w z =a 0 2Ci S A TA.in F- V C o0 c ❑ r� m ��3. 2 G 2 }U '4 1'IL t�- . 'a o u eoF �— a.� z 0 c° ii m� T� ` _ D R, O.v u cuE di E zw$ i ` E pt) r1go5%$ m� _ 0 d _ G 3 I- z FO's 1 1 U 7 0, ‹ D fo55�? Ego ll Ali" W"„"w� r , NOTE: PROVIDE GLEAN-OUT BENEATH ALL SINKS AND LAV'S AS REQUIRED BY CODE •2s c �� .t o a 41 rn.5z° n_ C no O NOTE: ROMTEG BUILDINGS ARE DESIGNED TO HAVE 40-60 PSI WATER PRESSURE FOR THE 0 W D. v PLUMBING FIXTURES. IF THE SITE HAS A PSI OTHER THAN THIS, IT 15 THE ROMTECS - o , 4. RESPONSIBILITY TO PROVIDE THE PRESSURE REDUCER OR BOOSTER PUMP NECESSARY. w w 5 w 0 w ! 0...E.) o OF GENERAL PLUMBING NOTES: Q I 1. ALL PIPE ( WATER, SEWER, VENT), JOINTS, AND WORK SHALL CONFORM TO INTERNATIONAL PLUMBING kfl • z CODE, STATE CODES, COUNTY AND LOCAL CODES AND ORDINANCES. z 2. CONTRACTOR TO CONFIRM LOCATIONS OF SEWER AND WATER TIE-INS 0 N 4 J QW O 3. CONTRACTOR TO SOLIDLY BRACE ALL PIPING TIGHT AGAINST WALLS. FOR LONG OR COMPLICATED Et Q x w 1_ z �, RUNS, SECURELY MOUNT USING UNISTRUT, IN STRAIGHT AND UNIFORM MANNER FOR FINISHED s.. oz 0 V O -� APPEARANCE. PIPING SHOWN 15 DIAGRAMMATIC ONLY AND ACTUAL DESIGN BY CONTRACTOR. 0 Q Ili 17-- 1412 Q HP 13)-1 v2 4. CONTRACTOR MAY CHANGE PIPE SIZING IN FIELD TO PROVIDE ADEQUATE WATER PRESSURE TO ALL 0 , 0 OQ 1_— Z 0 PLUMBING FIXTURES AS APPROVED BY INSPECTOR. IT p J fio Z I, z W z 5. CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR DRAINING INTERIOR WATER AND SANITARY 4) 0 3 m _ v J tp SEWER SYSTEMS, A5 WELL AS SHUTOFF OF ALL FIXTURES 0 CU w m Q l• 0 N 6. IF THE SITE REQUIRES AN ACCESSIBLE BACK FLOW PREVENTER AND/OR PRESSURE REDUCER OR U Q_ V Q 0 Q Q Z 0- BOOSTER PUMP IT IS THE OWNERS RESPONSIBILITY TO PROVIDE. 0 e'-'0 r N V V ill ki 7. PLUMBING TO BE DRAINED BY GRAVITY TO SHUTOFF VALVE BOX. -I -1 I= W 8 d N S. WHEN INCLUDED HOT WATER HEATERS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH 0 PLAN SET# MANUFACTURERS INSTRUCTIONS AND ALL STATE, COUNTY, AND LOCAL GODES AND ORDINANCES. z y TSH 01 Q DATE O Z 08/16/2019 9. FLUSHOMETERS ASSOCIATED WITH TOILETS USE NO MORE THAN 1.6 GALLONS PER FLUSH. REVISIONS FLUSHOMETERS ASSOCIATED WITH URINALS USE NO MORE THAN 1.0 GALLON PER FLUSH. BOTH OF p REV DATE: BY f 1 09-05-2019 GR THE ABOVE SHALL MEET PERFORMANCE STANDARDS BY ANSI A112.19.2 1485 CODE, SECTION 17921.3(8) m oK 10. WHEN FIXTURES REQUIRE WALL CARRIERS THE WALL CARRIER SHALL BE SUPPLIED BY CONTRACTOR. ry N DRAWN BY: OQ � GR SHEET NO. 11. UNLESS SPECIFIED IN THE ROMTEG SUBMITTAL, ROMTEC DOES NOT SUPPLY INSULATION OR "FREEZE PROTECTION" FOR PLUMBING. Fil PLUMBING LEGEND o��1ry �4gITCI � 0 4C..•••• .,.�� w GOLD WATER 4; CMKBD ';x :d i tri - SS SANITARY SEWER Cassandra Ruport c., ID#1063772 0 v VENT LINE *NKBA* NOTES: . 44 Sr ' - •• t 1. WATER PIPE SIZE AND PRESSURE REQUIREMENTS MUST BE DETERMINED BY ` EXPIRES: 01/01/20201 PLUMBING ROMTEG BASED ON LOCAL w 6 IY 0 r SUPPLY. -0� w / _= a. � x o U ao v >.o � 400• •11 I ■ �, IMINIIIIIIIIII■, I "-" S 2. FIXTURE $ FIXTURE CONNECTIONS ARE F p -- M SYMBOLIC IN NATURE ONLY. REFER TO 3 o • z ao ■ liMANUFACTURER LITERATURE FOR EXACT .2 0 r E E d 8 E z w P. e CSO .;;� q ) LVOki;I' 91110 s � LV FIXTURE SPEGIFIGATIONS. D P Y p 0 �U 1LL, iL I ' 3. ALL SANITARY AND DRAIN LINES SHALL BE -_ 2 LL s-ii ISCHEDULE 40 PVC OR ABS. H m c� FD � �� FD 4. ALL WATER LINES SHALL BE COPPER OR 3 2 c Y Y^_ C. I PER LOCAL CODE. NO JOINTS BENEATH THE z E o ,� w o m W SLAB. N z D z R WC JJII!E. s WC S. WATER PIPE SIZING ISA MINIMUM 0 U 0..1 SUGGESTION. PLUMBING ROMTEG WILL MAKE 9 , ■ Irig I+� THE FINAL DETERMINATION. ■ 'i� l ■ II ■ .,‘,. ..„ w w A 6. ALL WATER AND SANITARY LINES SHALL12 HAVE FLEXIBLE JOINTS AT EXIT POINTS a '‘'.*,1A COMBINED TEE-WYE m 2" CONDUIT FOR FROM THE BUILDING. 0 0 WITH CLEANOUT >- 1 CO. O.cn IRRIGATION (SUPPLIED 4 LOCATED IN MEGH X K ROOM OF BUILDING INSTALLED BY OTHERS) tfl Isi z _ v DOUBLE TWO Wz QAY IY z . CLEANOUT WITHIN Z 0 0 J 2' OF BUILDING 3I - Q i K 0 `d. N d X w 1- Z Zo 0 TO SEPTIC OR SANITARY r_ p - ° Z SEWWATER SERVICE ER SYSTEM AS w '�' REQUIRED BY OWNER INTO BUILDING = j 0 - 0 0_ u° z g 2lll =I it N s ° � ° 0 _1 PLUMBING PLAN A o as Z0- 0 lir SCALE: 1/4" = 1'-0" • Q a N G < m PLAN SET# zo T5H01 - Q DATE: n ° Q 06/16/201 GI Terence �■ •� i Q REVISIONS NRo�j V `+ 1 0 w REV. DATE: BY � � rx f w 1 09-OS-2019 GR 6 � Oct N DRAWN BY: ©c GR SHEET NO. P2 r0\ 1I ' ELECTRICAL FIXTURE SCHEDULE: sof' ¢,ctTCNE,, o°, sw � B 200 AMP MAIN BREAKER PANEL q: CMKBD d Cassandra Ruport c tTi", _ ID#1063772 ;'� f'\ HOME RUN TO BREAKER PANEL �J ..'<.‘1' *NK13A* 10I LED LIGHT IN/ BUILT-IN OCCUPANCY SENSOR .41 I 41 i - a* t OS-1 LF-2 EXPIRES: 01/01/2029< N0 wz o aO I LED CEILING MOUNT LIGHT 7 a= _ LF-1 f u g o A c�c CA V G &wx SWITCH, SINGLE POLE 3 �o ce o MOUNTED A MAX OF 48" ABOVE THE FLOOR a v 0 fi a)E s m z w 110 VAC DUPLEX RECEPTACLE, GROUND FAULT PROTECTED o y % Z g p- �;a 3 o x i ea�e��i �� Q O ��LLLL�-�' .--- MOUNTED G U t i N N MINOF15" TO MAX OF48' ABOVE THE FLOOR ` � s � �� r � CONFIRM EXACT LOCATION $ HEIGHT WITH OWNER OR Y �, e _ W �L M V = .! Fi OWNERS REPRESENTATIVE. cii ° z 0 z c N g HAND DRYER 0 c° N a HD FASTIARE HAND DRYER tuc o HEAT TRACE SYSTEM 0o NOTE: 1" CONDUIT WILL NOTE: 1" CONDUIT WILL 4 NEED TO BE RAN FROMi--------, NEED TO BE RAN FROM In N MECHANICAL ROOM TO MECHANICAL ROOM TO z g - THE DOOR LATCH THE DOOR LATCH m O _i Li u n n i u Q1 K Ul Wfi "--, f f QIW Zn r *Elio NO V o_ a zV w W FW ■ °' � . ) l .HD w 0 Q t- Z P J -0 . Q ID ~ IL -V-- ‘2 0 S _ � DIY I— Vw Q p � III--.0 q'--M l 0 N CO l)7 00_4 �eP � Id C � q O QQ x_ 11-1 T1 i� ° rr�/// F Iv U F a93 - - W P d s a ~ ~ N I?) PLAN SET# A zo T51-101 Q DATE: UNDERGROUND ELECTRICAL 0 O z S /16/2019 SERVICE VERIFY REQUIREMENTS ELECTRICAL DETAILS 1 Q REVISIONS FOR TYING INTO SERVICE UTILITY D < > B p �LI REV. DATE BY EQUIPMENT BY OTHERS. SCALE: 1/4" = 1'-0" IY 1 09-05-2019 GR wm G O01 DRAWN BY: OQ OR _ SHEET NO. El ' c ( oma -N # 4 AG, SOLID, GU CONDUCTOR OS\ �¢giTC WF �ct CONNECT TO 20' LONG ELECTRODE 0 5�. ' ',•.4y OWITH APPROVED (LISTED) NEC CLAMP CMS BD Cassandra Ruport P tri NON-METALLIC PROTECTIVE SLEEVE •'• ID#1063772 APPROVED (LISTED) �' '• G' MAIN CLAMP ENCASED ��}' . SERVICE UTILITY BREAKER IN CONCRETE ' 1111.00. EQUIPMENT BY OTHERS PANEL *tvxBn• 4111 t 200 A 20' OF BARE OR ZINC GALVANIZED 22AIG ELECTRODE OR TIE TO 20' OF EXPIRES: 01/01/2029 O , . ELECTRICALLY CONDUCTIVE COATED 7,y w z I- M STEEL REINFORCING BAR (REBAR) . 7 T1 _ 120/240 A ~ O .7 .. ELECTRODE/REBAR SHALL BE NO .e=° m 111 t+ �•+ Y m N z¢i VOLT • »►' LESS THAN 1/2" IN DIAMETER , °Q-12 v 0 eo - �•�;i:.• i �I►»► fill ji !; 0 �ETAIL3/E2 Q 0 a"'=112'3,9'g TO UTILITY INSTALL PER NEC 250-52(A)(3) . £ E Y E U TRANSFORMER „ 1 X Y _ T /\//\\/\• y: . /\//\\/// CONCRETE FOUNDATION IN 5.z° \) aw. c E ONE-LINE DIAGRAM \\//\\//\\/\/\//\/ \/\\//�\�\\\��\\\/��\/- DIRECT CONTACT WITH EARTH Z 5 0 '\\'-\ \\\ \\/\\^/\/%///\//�� IL o SCALE: NONE \/ i\\\/\/v/\//\//%/`// a < "=m C� THE AIC VALUES SHOWN ON THESE ROMTEC PLANS \\i// En 0 ►~- o ARE TO BE MADE CLEARLY AVAILABLE TO THE p G SERVICE z la ELECTRICAL ENGINEER DESIGNING THE MAIN SERVICE. CONCRETE ENCASED GROUND >_ _ SCALE: NONE 0 g t/ tu0t ` f-- WALL Q ? Z MAIN BREAKER PANEL I knot 0 ifr 'Li W v2 WALL MOUNTED NOTE:NEC 250 OR LOCAL m ° k CODES MAY REQUIRE OR N r fi Q- KEYED NOTES w o Q z {— ALLOW ADDITIONAL GROUNDING L Q j 0 N-I APPROVED CONDUIT O #4 CU MAIN BONDING JUMPER AND EQUIPMENT BONDING LK ---1 W Z V CONCRETE ENCASED9 N JUMPER PER NEC 250.2S(D), 250.102(C) AND TABLE 250.66 S I Ill J ELECTRODE w Q 0 H W SEE DETAIL 3/E3 O • • © 2 #4 CU TO CONCRETE ENCASED ELECTRODE PER NEC w m 111 to al FOOTING 250.52(A)(3) AND 250.66(8) V 0 Q Q Z W - H kn V 1L FFFG WHERE REQUIRED, BOND PIPING SYSTEMS AND EXPOSED b < Q © O STRUCTURAL STEEL PER NEC 250.104 V w UNDERGROUND FROM ...:•� J 9 a 1— F— co PW J OER SOURCE Q z0 PLAN SET# � - — ..' z TSH01 .D DATE: RISER DIAGRAM Q Oa/16/201g• /201g 2 SCALE: NONE 4 GROUNDING/BONDING DETAIL �(�} REVISIONS 0 REV. DATE: BY Nr SCALE: NONE Is In oK N N DRAWN BY ©Q CR SHEET NO. E2 C SHEET SCHEDULE r 0,,0. RSHEET CONTENTS ::\ ��4�1TC1YE� GO COVER SHEET / REVISION SHEET SCHEDULE Oa ��.;• T,-�� G1 COVER SHEET / REVISION 4 SHEET SCHEDULE 'C11�iKBD 18240 NORTH ANK ROAD - ROSEBURG, OR 97470 A1.1 FLOOR PLAN :d (541)-496-3541 FAX (541)-496-0803 A2.1 EXTERIOR ELEVATION VIEWS ; Cassandra Ruport 57.1 FOUNDATION PLAN ID#1063772 ;'�� 51.2 FOUNDATION DETAILS a? ••. ../.4..4 - PROJECT INFORMATION 510.1 ROOF PLAN *rrtcFsa* P1 PLUMBING SCHEDULEA i #11 •# +* t PROJECT NAME TIGARD ST. HERITAGE TRAIL P2 PLUMBING PLAN EXPIRES: 01/01/2020 El ELECTRICAL SCHEDULE 1 PROJECT I.D. TSHO1 E2 ELECTRICAL PLAN 71,i b w z 1 • MODEL # 4001 51DEYVALK DOUBLE RESTROOM =._ - gg,fg Y a OSIL. SITE ADDRESS 12345 SY1 MAIN ST. ° oo v = o bungo C ,z ITY / STATE TIGARD, OR q1225E o Cmof ;V ern v e > E e Y- z tLLs; ° ,� 40 wU!U NOTE: 12 U Y v ROMTEC IS NOT RESPONSIBLE FOR ANY SITE DESIGN OR ENGINEERING AND WILL = = u� X 1 x W NOT BE HELD ACCOUNTABLE OR LIABLE FOR ANY ISSUES RELATED TO THIS SITE. N._-2 k) a_ c "° IT IS THE OWNER'S RESPONSIBILITY TO ACCURATELY LOCATE THIS BUILDING, SET O !u FLOOR AND ADJACENT ELEVATIONS, DETERMINE SITE 15 SUITABLE FOR if L o CONSTRUCTION, VERIFY ALL UTILITIES, ETC. V .6 '//',,y�� (I) IT dr, •.1. o I-1 0 GENERAL NOTES: )- I Iii 1. ROMTEC SHALL REVIEW THE DRAWINGS THOROUGHLY BEFORE I < PROCEEDING WITH ANY WORK.ANY DISCREPANCIES FOUND WITHIN THESE tsj kD Z BDOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ROMTEC. Z ROMTEC SHALL NOT PROCEED WITH ANY WORK HE KNOWS TO BE IN CONFLICT i WITH OTHER WORK,OR IS NOT APPROVED BY CODE,UNTIL RESOLVED BY 0- 1 0 ROMTEC OR THE ENGINEER/ARCHITECT. UJ 0 _J 2. ROMTEC SHALL MAINTAIN GENERAL LIABILITY INSURANCE AND WORKER'S Q I K 0 COMP. INSURANCE. Q W Z ,T, 3. QUESTIONS CONCERNING MATERIALS OR CONSTRUCTION CONTACT Z 0 f0 0 w ROMTEC TECHNICAL ASSISTANCE AT:541-496-3541 dZ IL J 'n 4. ROMTEC SCOPE SUPPLY AND DESIGN SUBMITTAL(SSDS)IDENTIFY W IU c `l n ftt SPECIFIC MODEL,MANUFACTURER$BRAND OF ALL PLUMBING AND t(1 V Z ri 1— ELECTRICAL ELECTRICAL FIXTURES AND ACCESSORIES.REFER TO THE SSDS FOR SPECIFIC = Q W LIST OF ITEMS SUPPLIED BY ROMTEC,ANY ITEMS NOT LISTED IN THE SSDS 5 I- K Ni V ..0nn Z LJ,J ASSUMED SUPPLIED BY THE INSTALLER. U) -I w V Y 6 2 W _Itfl 5. THE OWNER/ROMTEC MAY EXERCISE DISCRETION IN SELECTING THE • Lu FINAL LOCATION FOR NON-DIMENSIONED ACCESSORIES AND FIXTURES(E.G., ri U1 0 lj O I_ j LIGHTS,COMFORT HEATERS,ETC.) IA O Q Z ~ N 1 (Y V ill PLAN SET# 2 09/13/19 CR 61,5-1.1,5-1.2 z z T5H01 , Q DATE: z 08/16/201 i A1.1,A2.1,P1,P2,E1 0 U REVISIONS 1 09/05/19 CR REV DATE BY 1 09-05-2019 CR 6 [Ia 2 09-13-2019 GR 0 REV. DATE BY DESCRIPTION Pi 0DRAWN BYGR REVISION SGI-IEDULE SHEET NO. 6O 1 CODES AND STANDARDS I �\0 2011 OREGON PLUMBING SPECIALITY CODE(2015 UPC) �I� 10 I C 4 2014 OREGON MECHANICAL SPECIALTY CODE(2012 IMC) 0o` ,Sti.•• 2011 OREGON ELECTRICAL SPECIALTY CODE(2011 NEC) •'•9 2014 OREGON FIRE CODE .' , If'C1\1xBD :d 2014 OREGON STRUCTURAL SPECIALTY CODE,CHAPTER 11 (ACCESSIBILITY) ; Cassandra Ruport tTi ?•••• ID#1063772 �'"" 2014 OREGON STRUCTURAL SPECIALTY CODE(2012 IBC) •• *NKBA* ACI AMERICAN CONCRETE INSTITUTE,ACI 318,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI AMERICAN CONCRETE INSTITUTE,ACI 530,"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ` EXPIRES: 01/01/2020 UJZ a � °� "STEEL CONSTRUCTION MANUAL,13TH EDITION" , a. zo 4 C 0, c c ']6''-i. y.m O IL o 8,T, v5,-,- U 3-oz VO S ,1,4LL CODE SUMMARY: c v ki -E 5 E _.., L o o m IL 8 poi OCCUPANCY TYPE: U a 74.� w=oo LL CONSTRUCTION: VS E y t dp Z 1g. . AREA: 150 5Q FT 8 Tjt5 d it1 P-1421 s, AREA ALLOWABLE: 5,500 SQ FT 2 `/ HEIGHT: 1 STORY 4 y 1 2c j 2 3 LT HEIGHT ALLOWABLE: 1 STORY N_E z V � � P r OCCUPANT LOAD: S 0 z 0 a �-1 0 � � c DESIGN LOADS W /� ROOF:SNOW LOAD 25 P5F W W 5 `="x; \(1@%��,), ROOF:DEAD LOAD 10 P5F WALL DEAD LOAD 10 P5F 0 II n' ,9 F� IBC SEISMIC DESIGN CATEGORY D O F�1 DESIGN WIND SPEED(ULTIMATE) 120 MPH - EXPOSURE C } _ ALLOWABLE SOIL BEARING 1500 P5F i 1- tfl zZ � SEISMIC DESIGN DATA: WIND DESIGN: i z Q o RISK CATEGORY: II RISK CATEGORY: II W O — Q IMPORTANCE FACTOR: 1.0 WIND SPEED= 120 MPH z Qtn 2 SS: 0.972 d I W I' Z Q EXPOSURE: C z 0 Q �OLu 51: 0.423 IL SITE CLASS: D INTERNAL PRESSURE COEFE= t 0.55 W m < Q SMS: 1.080 OJZLIQ !~ ( 1 SM1: 0.667 . N -1 W Q z d I W J SDS: 0.720 > u� • -� > g • • (Y ri 0 p — SD1: 0.445 IN tll 0 176 lil Q Z v SEISMIC DESIGN CATEGORY: D III • Q O nQ/ nab R= 3 F I IL tL Cd BASE SHEAR: V= 0.240 WV z w V V 1- -19 CI Ilw Q 5 a i7-. 1= (0 PLAN SET# zo T5HO1 Q DATE: ✓ z 08/16/2019 BEARING WALL SYSTEM: STEEL SYSTEMS NOT d SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE, x Q REVISIONS EXCLUDING CANTILEVER COLUMN SYSTEMS I- REV. DATE: BY - ANALYSIS METHOD: EQUIVALENT STATIC FORCE METHOD V 2 09-13-2019 CR a- LT) SPECIAL INSPECTIONS OK n ,c., DRAWN BY C) j - CONCRETE SPECIAL INSPECTION NOT REQUIRED PER IBC 1705.3 0 O GR ESHE ET NO. EXCEPTION 2.3 [FOOTINGS] G 1 EXCEPTION 3 [SLAB] / 1 /40" RUSH / D BUTTON rn 1) > y ©o run � rn Hnu 40MAX gr..- _11.- X' 0 TI A d ()?. I -� 23" 1, lr �"� to > — = t sl / �f d -1 y r -K p r G Ti X rnrn FYI Yiii ^�. .,r. • z -I 011 A rn I. Ihlo,, N X1 3 _`CO . I00 6. rn n''' o O C _7, �-o 9 •z 33" ii, ----Z 1X N ate- A 0 -e~ 4qjON 1 rn r, ( 11- Cr. I . 0 rnI rA „ Op -C"---;:— \ / 1• N . o <40> › -0 0 ,z V' \-„, i p O , III Z rn MI 0 rrr i 0 7'-9" BUILDING d ZZ n -i Ip" Z -5" ROOF z A S' \17"-19" r rn / / rn N ill A q34'MAX(RIM) O C 29'.MN Z 41111 3T"MIN ,I 4 ,n r �, Ul rn t IIw \12" ^ c 09----7..(Th Structural members only were included �( ¢�1 lED �� 0) in this structural review/design by PSE. -0 4,:.•••"''''"•''•'••. S O Non-structural items are NOT included. 73 G r1 ^ .• ©2019 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER Ul * o d \t o DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE YVRITTEN PERMISSION OF ROMTEC, INC. 42 3 (o o v PROJECT: 400'1 SIDENVALK DOUBLE RESTROOM � °; ° 'f' p D Precision Consulting Engineering, inc. • ! " ' m �I„—iN TIGARD ST. HERITAGE TRAIL Klamath Falls Office _ 250 Main Klamath Falls.O on 97603 —, U o Phone:(541)850-6300'Fax. 541 650-6233 N A'fb C�< o _ TIGARD, OREGON ROMTEC 219-66 fo@structure,.corn N • A O m Z N O SHEET TITLE: 18240 NORTH 6ANK ROAD O lb °ISaa IS' �, O INSTALL INSTRUCTIONS N t-f � FLOOR PLAN R C MTE (541)-496--3541u FAX(541)-496-080R J A< / 1 zo 0rno 0li rr A �n A A a< rn �< gm l rz rz rn A ' / 8'-4" 6-3" / 1' t -, -5' 11111111111 t IIIIIIIIIIi Hal _ • 9 _____ „, _ _ • •N til Ill rn rn r rn -q vi:\ °Ix ° 0 - 0- . 73 x z \ li, q1” > ° 4' rn > A. — Orn c 52" x A6 b �t rn AI I -- IIIIIIIIIIII �_; —I — z 4- d c q5" 1 W / 100" -0 rnz AtP AD w r> R_ EP rn ni NN_ 4 X H A CA ill a CKIRI / / Ill �11111111111l1 ) r • rnrn › r44 < rn o — - 0 —III Z o0 < 11 IIIIIIIIIII I z iI rn 1 I { MIE 1 - -..\----L zc rn rrn r 01< rrn 73 g � o] < , rnA X 0 N rThrn Structural members only were included �( 4f DIED iii, `— tn in this structural review/design by PSE. G�. •:.!1:1>, p> = Non-structural items are NOT included. A d ....6\ 9 -4 ©2019 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER N * .' O iv ':` O DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. O It i f c a :.3 10 _m o v PROJECT: 400.7 SIDEWALK DOUBLE RESTROOM W Precision Consulting Engineering, Inc. 1f ': = O D www.structure1.com * ; C m m --N TIGARD ST. HERITAGE TRAIL ,r=; Klamath Falls Office O N •• NJ o • 1 - .... 250 Main Klamath Falls,Oregon 97603 —k b o ( - Phone:(541)850-6300'Fax:(541)850-6233 ,� JV� -. ',�� C� N _ TIGARD, OREGON ROMTEC 219-66 info@structure1.com 10 . YA,•• ' m N SHEET TITLE: t d i CN z O -� INSTALL INSTRUCTIONS 18240 NORTH BANK ROAD O (—�- LS$Q Ty ROMTEC 96-3541 FAX(541)-496-080.3.A0(A"' fl EXTERIOR ELEVATION �/IEWS (541�4ss3541 FAx(541)a96oao.3.A0 J C FINISH SLAB WITH A WATER BASED CONCRETE SEALER (PROVIDED BY INSTALLER) ��,g9 PROFF fi��GYGLE �, ��N�:EL;;;; o� ROMTEG TO COORDINATE SLOPE OF SLAB 51111 AWAY FROM BUILDING WITH THE EXISTING RECYCLE ALL USED SHIPPING CONCRETE AND PAVERS SO A5 TO PROVIDE MATERIALS AND LEFT OVER ARE- A SMOOTH TRANSITION. G.G. SHALL SUBMIT BUILDING MATERIALS a PROJECT SPECIFIC INFO TO DEMONSTARATE .p 6. O7,2 ,COMPLIANCE WITH SITE CONDITIONS, q�pH M DRAINAGE, AND ADJACENT SURFACES. IT 15 INTENDED TO PROVIDE 2% SLOPE AWAY r . FROM BUILDING AND SLOPE TO FLOOR -` 1 DRAINS INSIDE AS NOTED. v w z r $l 'O = q GENERAL NOTES: '.,!t.5. � H w li- e." 6" GONG SLAB W/ #5 A *FOOTINGS SHALL BE CONSTRUCTED ON UNDISTURBED T. ° o I °0 m g(0,8 REBAR ( 24" OG EW OVER NATIVE SOIL OR ENGINEER APPROVED FILL. ROMTEG TO v o 8 IA E 2 w 6" ENGINEERED FILL VERIFY ASSUMED SOIL BEARING CAPACITY IS 1500 PSF. , e p =;o°LL 1 6' x 48" TRENCH Z SHOULD SOIL NOT MEET OR EXCEED THE ASSUMED SOIL z fl 722 2 19'-5 5/16' OVERALL FOUNDATION DRAIN, TYP. L O BEARING CAPACITY, ROMTEG TO MODIFY SOIL CONDITIONS e a tst ao W W g r ) 19'-4" BUILDING / Q TO SATISFY CRITERIA OR NOTIFY ROMTEC TO REVISE Y= = �T•/� 1'-O" 3'-�" 3'-11" 3'-7" 1'-O" z DESIGN PER CONDITIONS ENCOUNTERED. BACKFILL AROUND 2 9 g Q w <7; W / / / BUILDING TO PROVIDE SLOPE AWAY FROM BUILDING NOT 'E Z 5 0- o "° F IO LESS THAN A 2% SLOPE FOR A MINIMUM DISTANCE OF 10' 4 z v 11 1/2" -0 2 p 1/2' \�11 1/2 alk _I FROM THE BUILDING. ttLU t 0 N A. GAST-IN-PLAC.E CONCRETE: 3000 PSI MINIMUM w W a o m � irs■L•0■1, i -m.r; - i.r■��°■1 — - ■°g.■ `�--� > COMPRESSIVE STRENGTH AT 28 DAYS 4" +/- 1" SLUMP, WITH 0 - ° ��_ 0 MAX 3/4" AGGREGATE, AND ALL MATERIALS TESTED IN z 0 ■ rO ACCORDANCE WITH AGI 318 STANDARDS. FINE BROOM d I- j ., :. . z ;] 11\ ° FINISH INTERIOR SURFACES AND EXTERIOR SLABS. i < 5/5 4'-6" PLATFORM. QC 5�8„ O m N N 12" �-. : �, t2" Z CONCRETE REINFORCING STEEL (REBAR): 60 k5i. (GRADE z zz Ian,� I �. 1- .I`�, 411111L I Q ib �d,0 60). REBAR MIN. BEND SHALL BE NOT LESS THAN 6db a D iIh I .4 ° -:■ _ I / I�) g INSIDE DIA. A5 PER AGI 318 SECTION ,.2 W 0 J AgffiR 1 _ inmrarkgilVI 1 t11 r'°� I 1 aI 4 : • 'I II 1°V�I� *FINISH FLOOR SLOPE IS 2% (1/4" PER FT) MAX 8 1% (1/8" Q w IT Zu� mI PER FT) MIN z r\ L Lu 0 Z I: I u w • -— - ill 1, `� . L — - I *CONCRETE SLAB BENEATH FLOOR MOUNTED FIXTURES IS TO a_ m A, owl . n \ BE GROUTED LEVEL AND SMOOTH. w 5 0 t_ z z L IF, __ _ • • . ' • V - -- --- L1 J z 2 N Q W l� � d S1.2 v L>.1 $ 2 W 2'-11 1/2" 3'-5 1/2" 4-3" 3'-5 /2" /2'-11 1/2" 4"CURB Q O < Z i17'-4" CURB d Q Q Z 0 4" SEWER STUB ii2 iV (} 1 1/2" ELECTRICAL STUB 1 z W _< < W 1 1/2" WATER STUB -I Q a I- H N 2" CONDUIT FOR IRRIGATION m PLAN SET# (SUPPLIED $ INSTALLED BY OTHERS) z `' T5H01 z DATE 08/16/2019 .111416461)1k pi° REVISIONS Vair O REV. DAiE: 8Y cy D 2 09-13-2019 CR Is m FOUNDATION FLAN ft co D C > B O� DRAWN BY � Q SCALE: 1/4" = 1'-O" SHEET NO. G 51. 1 • r � E 6" CONC. SLAB W/ 6 x 6 10/10 WWM OR #5 REBAR @ 6" QED PROF, 24" OCEW ROMTECS TS3X3 STEEL COLUMN �� `s OPTION, SLOPE AWAY OF BUILDING14.10,,,,;(<:/s ��G�NE��cS'jO 2 FROM BLDG. @ 1/4" : 12" UNO /6 1/4"/ 6 1/4" ��' E L.:__ .. - ° ° - a a \ SECURE PL 1/2" X 6" X 6" 1 5/8" /' ' ° W/ 5/8"O X 6" TITEN HD / // #5111 s X 12" LONG DOWELS 4 5/5" 1 5/5" •REGO ' a .i ANCHOR 4 5/8" / @ 24" O.G. AROUND SECURE PL 1/2" X!1I16" X 6" e6. 07,��, \>, 0D°0°o ° 4> \ WALKWAY TO BE \ \ PERIMETER '' W/ 5/5"d? X 6" TITEN HD -14 °H M• NP °0oQO Qom SUPPLIED AND ANCHOR INSTALLED BY OTHERS ° ill �e� 'i SES: _7().-2 \\/\\/ I rye \ ,� � d \ I COMPACTED FILL • I � � r •� T53X3 STEEL COLUMN �� v � / ° EQ EQ OF BUILDING z a.7,(4, wz o Y NATIVE SOIL _.. \ _ 11 •�% 6 E,F � I ooE. �^ r",;'f T ��- 0 ow CONCRETE SLAB ry CO 12\\� GOLD JOINT R ,� y e o L';_980,-,-._° ° z b0 LL SCALE: 1" = 1'-0" 00 00. 4>CO2-12 o 11 ° 4 11, a < O ?t t o 2 x 0 0 0 12"ig WIDE X 12" DEEP ,� E E �, r ° ° O° O° °O GRADE BEAM W/ 2 - #5 2 i'2.2 `J 12" WIDEX12" DEEP `= ., y y Y GRADE BEAM W/ 2 - #5 \\� \ BARS, TOP 8 BOTTOM G a N m W F. BARS, TOP 8 BOTTOM /II � COMPACTED FILL TOP VIEW -z O z v ry a NATIVE SOIL c 3/16" SCREEN 0 SCALE: =ro° K E ° . PANEL, TYP. r m e a . o i CONCRETE SLAB a ISCALE: 1" = 1'-0" 9 0 )_ x T53X3 STEEL COLUMN in I K OF BUILDING N 2 TS3X3 STEEL COLUMN z OF BUILDING z q TS3X3 STEEL COLUMN � w 0 A PANEL FASTENING ,/ OF BUILDING SECURE PL 1/2" X X 6"— 4 3/4" Q 1 K z W/ 5/8"CD X 6" TITEN HD x w 1— -I SCALE: 1" = 1'-0" SECURE PL 1/2" X 6" X 3" #5 X 12" LONG DOWELS EQ 0 O K O — ANCHOR #5 X 1'-4" LONG z w W W/ 5/8"41 X 6" TITEN HD /8" @ 24" O.G. AROUND / = 3 -1 v F- ANCHORPERIMETER / / / EQ `t DOWELS @ 24" 0.G. m Q 2 3/4" - AROUND PERIMETER w 0 / EQ EQ \ 0V 1= Z 1- z / / THICKENED SLAB z to _, Q O WALKWAY TO BE GOLD JOINT i r Y a 0 — \ \ IN MEGH ROOM ,` ,n W l� SUPPLIED AND a � '' jr_ z Tin Q INSTALLED BY OTHERS \ •- N \(— i FIr a gti, Q E- Q il \ • • cO q�� ! � 1•M a) ifi til ,na 44 Q� ILS \ x p. m ry 12 \ GOLD JOINT m / \2t ! B : H _ o w1,, Q5 a co \��00°0 0 ° TRENCH DRAIN m PLAN SET# 9p.. 0 O°° C q" WIDE X 12" DEEP \� 'N z o T5H01 0 0 DATE: ° ° O°O° °O GRADE BEAM W/ 2 - #5 � �j COMPACTED FILL v 4 08/16/2019 12" WIDE X 12" DEEP GRADE BEAM W/ 2 - #5 ��\� BARS, TOP 4 BOTTOM COMPACTED FILL NATIVE SOIL Cl REVISIONS BARS, TOP 8 BOTTOM / /� '�' REV. °"TE' a. NATIVE SOIL 2 JO12O19 ca.; OK OEDRAWN BY CR < 1 ENTRY GRADE BEAM TRENCH DRAIN DETAIL SHEET NIO4 -1. SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 51.2 , , --), -- (ID- . ID=\ \ e ..., C 0 ..,_ , milmn.•1 v. 10 to oI H FP - 0 ireop, - 0, ,,told II °0 in 0.o °11�� D 1 t1 z 7 rn r -e-- • /"' \-/ 7-1.N. 00 \ \ 0 11 11 rn-Ir A —n :11ZZ QN 0 r 8'-5 3/16" ROOF PANEL / 0 r rn / 8'-5" OVERALL / N GN _ rn-f -o 0 CO > z CID d '_..i-, - @ :0 z -' o Ani 0 -nrn c ., rr _( r ren 0 z r rn rn do 0 z N Structural members only were included ; i in this structural review/design by PSE. j d� REG/ m Non-structural items are NOT included. 1- m ©2019 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED,ADAPTED OR FURTHER rn a�• \. Fy TO r n 0 DISTRIBUTED,AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. Cf.) = . X N 0 O V• m o 13 PROJECT: 4001 SIDE?IALK DOUBLE RESTROOM m Z �g p D Precision Consulting Engineering, Inc. 0 1 www.structurei.com 1J 0 m • m CI m —iZ TIGARD ST. HERITAGE TRAIL KlamathFalisOffce y o, - 1m ,,, /�I, —, /�< Om ..�''?�:• 250 Main Klamath FaAs,Oregon 97603 "9 A + r-'! \� m O T _# TIGARD OREGON Phone:(541)850-6300'Fax:(541)850-6233 N,' `I O`�J r ROMTEC 219E8 into@structuret.com < '� N v SHEET TITLE: Z O INSTALL INSTRUCTIONS 18240 NORTH BANK ROAD R MTEC ROas i F,OR974 �. . 9 ROOF PLAN 54,»�354, FAX(541)-496-080.3".. J c" I o\6\ 0 � • 9 4 CMKBD . PLUMBING SCHEDULE �+ , Cassandra tri �, ID#1063772 :' _ SYM FIXTURE TYPE 55 V GW HW *MUM* WC ADA TOILET 3" 2" 1 1/2" -- ADA FIXTURE •4 i Of i •• t LV HAND SINK 2" 1 1/2" 1/2" 1/2" ADA FIXTURE- EXPIRES: 01/01/2020 FD TRENCH DRAIN 2" 1 1/2" -- -- 'v w z HB WALL HYDRANT (FREF7F LESS) -- -- 3/4" -- -E a _ V V1N" U oa on Y O e. W- '' O 1 b IL - o tO m Q 0 � � y E m°^E z w$ O, >' Q IL bg2"� n�"' No ° gym ITC= IL Z r1LLLLot 'i U -,-.°, NOTE: PROVIDE GLEAN-OUT BENEATH ALL SINKS AND LAV'S A5 REQUIRED BY CODE 2 s c y G ' - �T o W P s m F-+-1 0 a z NOTE: ROMTEC BUILDINGS ARE DESIGNED TO HAVE 40-60 P5I WATER PRESSURE FOR THE 0 F v PLUMBING FIXTURES. IF THE SITE HAS A P5I OTHER THAN THIS, IT 15 THE ROMTEC'S lb - o RESPONSIBILITY TO PROVIDE THE PRESSURE REDUCER OR BOOSTER PUMP NECESSARY. V w / ,cJ C- Pa i• T L cc 0 � GENERAL PLUMBING NOTES: Q I- I 1< 1. ALL PIPE ( WATER, SEWER, VENT), JOINTS, AND WORK SHALL CONFORM TO INTERNATIONAL PLUMBING • z - CODE, STATE CODES, COUNTY AND LOCAL CODES AND ORDINANCES. Z tiic 0 J 2. CONTRACTOR TO CONFIRM LOCATIONS OF SEWER AND WATER TIE-INS D w 0 3. CONTRACTOR TO SOLIDLY BRACE ALL PIPING TIGHT AGAINST WALLS. FOR LONG OR COMPLICATED Q X 1_ W RUNS, SECURELY MOUNT USING UNISTRUT, IN STRAIGHT AND UNIFORM MANNER FOR FINISHED z 0 V iii 111 O APPEARANCE. PIPING SHOWN IS DIAGRAMMATIC ONLY AND ACTUAL DESIGN BY CONTRACTOR. D ill 9 j w 4. CONTRACTOR MAY CHANGE PIPE SIZING IN FIELD TO PROVIDE ADEQUATE WATER PRESSURE TO ALL w v p E= Z K N PLUMBING FIXTURES A5 APPROVED BY INSPECTOR. v• p v E o 2 Iv Z z 2 W Z 5. CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR DRAINING INTERIOR WATER AND SANITARY I°j S U m SEWER SYSTEMS, AS WELL AS SHUTOFF OF ALL FIXTURES ri m Q 0 6 i 6. IF THE SITE REQUIRES AN ACCESSIBLE BACK FLOW PREVENTER AND/OR PRESSURE REDUCER OR V Q 0 Q Q Z ri- BOOSTER PUMP IT 15 THE OWNERS RESPONSIBILITY TO PROVIDE. V V F 7. PLUMBING TO BE DRAINED BY GRAVITY TO SHUTOFF VALVE BOX. -1 9 - - i in S. W WHEN INCLUDED HOT WATER HEATERS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH ,_, PLAN SET# 6 z TSHO1 MANUFACTURERS INSTRUCTIONS AND ALL STATE, COUNTY, AND LOCAL GODES AND ORDINANCES. z D DATE: et' 'f �� ` � Q 06/16/2019 9. FLUSHOMETERS ASSOCIATED WITH TOILETS USE NO MORE THAN 1.6 GALLONS PER FLUSH. �� a� 1- Q REVISIONS FLUSHOMETERS ASSOCIATED WITH URINALS USE NO MORE THAN 1.0 GALLON PER FLUSH. BOTH OF � � ( 'I.� 0 tLI REV. GATE aY THE ABOVE SHALL MEET PERFORMANCE STANDARDS BY ANSI A112.19.2 H4S CODE, SECTION 11921.3(8) F> > 09-OS-2079 GR � m 6 10. WHEN FIXTURES REQUIRE WALL CARRIERS THE WALL CARRIER SHALL BE SUPPLIED BY CONTRACTOR. vOD DRWNBYGR SHEET NO. 11. UNLESS SPECIFIED IN THE ROMTEC SUBMITTAL, ROMTEC DOES NOT SUPPLY INSULATION OR "FREEZE PROTECTION" FOR PLUMBING. t opo. 1 PLUMBING LEGEND ��\')' STC 0& 4S ... w GOLD WATER 4 CMKBD :;x :t7 SS SANITARY SEWER Cassandra Ruport tri ID#1063772 04 v VENT LINE ''• • • *NKBA* NOTES: A e i V i .• 1. WATER PIPE SIZE AND PRESSURE REQUIREMENTS MUST BE DETERMINED BY 731:17::_01/6 01/2020 PLUMBING ROMTEC BASED ON LOCAL z 1- SUPPLY. , 5 a 2. FIXTURE FIXTURE CONNECTIONS ARE F.Dq r �'x IJ I( lr �I-------'1)t I L� iv„ 99E- mg xrn$ SYMBOLIC IN NATURE ONLY. REFER TO a o Li_ 6 oo 8-1 1 d He MANUFACTURER LITERATURE FOR EXACT a 0 v v 5.'='E Z w i LV '--;:$ " — LV FIXTURE SPECIFICATIONS. °J d o l m ;, Q � Cao°1 e;;S m&� 3. ALL SANITARY AND DRAIN LINES SHALL BE ▪ d o LL LL s �N �,2� II I,-. SCHEDULE 40 PVC OR ABS. e E E c� Oil! 4. ALL WATER LINES SHALL BE COPPER OR 4 2 : � ci x Y m= U th lit, PER LOCAL CODE. NO JOINTS BENEATH THE . • w - - 11-1 ,: SLAB. z N 1 WC : WC 5. WATER PIPE SIZING IS A MINIMUM p w 3 � ajl�� .. ��I �� SUGGESTION. PLUMBING ROMTEC WILL MAKE w � o � t �a p THE FINAL DETERMINATION. 4 o L - 6. ALL WATER AND SANITARY LINES SHALL to• W L 0 HAVE FLEXIBLE JOINTS AT EXIT POINTS ro ~ °" & COMBINED TEE-WYE il 3 \ FROM THE BUILDING. 0 2" CONDUIT FOR 0 - WITH CLEANOUT C.O.�' >- _ IRRIGATION (SUPPLIED 4 < 1- LOCATED IN MECH I < ROOM OF BUILDING INSTALLED BY OTHERS) z z DOUBLE TWO WAY CLEANOUT WITHINIll p J 2' OF BUILDING _ Di U K N l� i QuI Z tn0 K o TO SEPTIC OR SANITARY :16WO v Z SEWER SYSTEM AS WATER SERVICE - 0 m < , REQUIRED BY OWNER INTO BUILDING = m 0 - z 0 - 0 W z . W -1 m isQ � 003 ?` itQ a QQ z � PLUMBING PLAN 0D <�> B Dz W SCALE: 1/4" = 1'-O" Q a - — W -I a I— I— N G PLAN SET# zo T5HO1 Q DATE: 12 Z 05/16/2019 e�.� � REVISIONS 0 REV. DATE: BY III S ■r c e oniy 1 09-05-ON GR IS a:I Not part of this permit O K DRAWN BY OQ GR SHEET NO. P2 c . r ELECTRICAL FIXTURE SCHEDULE: o�'�0)'ry�w4 `TC �'4 `CMKBD%•`x B C:11 200 AMP MAIN BREAKER PANEL '.CI Cassandra Ruport �•, ID#1063772 �''" f \ HOME RUN TO BREAKER PANEL ��j ;• S$ *NKBA KDI LED LIGHT W/ BUILT-IN OCCUPANCY SENSOR a 4t 'qtr I r +11 t 05-1 LF-2 EXPIRES: 01/01/2020 (� I LED CEILING MOUNT LIGHT v v w z LF-1 'g V v c R n tea; YC+- K SWITCH, SINGLE POLE T ° 0 oi c m 3 gal MOUNTED A MAX OF 48" ABOVE THE FLOOR g a Di 0 c,s o a x, .`:.i- & - (L Z ��LLLLo aT 110 VAC DUPLEX RECEPTACLE, GROUND FAULT PROTECTED E. < b12"=2 x L � < 0 '..C]N 5 5"w MOUNTED MIN OF 15" TO MAX OF 48" ABOVE THE FLOOR ' _74 .�.n^Y ” ( CONFIRM EXACT LOCATION $ HEIGHT WITH OWNER OR 3 h I .bp—al` r_, OWNERS REPRESENTATIVE. =z c p El HAND DRYER 0 wz U HD FASTIARE HAND DRYER V F c +f ! ii o7 w w 9 ' w me a. 0 1� HEAT TRACE SYSTEM 9 NOTE: 1" CONDUIT WILL NOTE: 1" CONDUIT WILL NEED TO BE RAN FROM NEED TO BE RAN FROM kit i MECHANICAL ROOM TO MECHANICAL ROOM TO z THE DOOR LATCH THE DOOR LATCH 4 w O Di 2 fejA.1 u r� i ti n ~ K A. Z 9 I I 0 0 of o Q la � 2 ii id ! i to n�r If w v Q I— Z F J ��i ) i1 HD 4� ■-. o �! 1 vp Y 17o z4 (ny A W V 0 IF u� Zp LI ww Q ~ 0 1W 4 IIII--o o--Iili ' `n m r In W Li' 0 : Q � QQ Z H' l .,_ ____+____,.., ,. ,...a) P u 5 a ~ ~ ai _.,7Reference ,� 4 H„�� PLAN SET# 'vf2 1 ti ti Q DATE ELECTRICAL DETAILS �° thisr A OBEvbio019 UNDERGROUND ELECTRICAL C9- nSERVICE VERIFY REQUIREMENTSFOR TYING INTO SERVICE UTILITY D > B p ,�� REV. GATE BY EQUIPMENT BY OTHERS. SCALE: 1/4" = 1'-0" V , 1 09-05-2019 GR GO DRAWN BY ©c \ GR SHEET NO. ( El c' r 0 # 4 AWG, SOLID, CU CONDUCTOR OP .4)V`...7:T cf CONNECT TO 20' LONG ELECTRODE ��' :�y 2 WITH APPROVED (LISTED) NEG CLAMP i'••C.1VIKBD • 4: :C V) Cassandra Ruport . ,1 APPROVED (LISTED) NON-METALLIC PROTECTIVE SLEEVE .... ID#1063772 ,:4151 MAIN CLAMP ENCASED �� •.• :i`� SERVICE UTILITY BREAKER IN CONCRETE *NK►* 1111 i EQUIPMENT BY OTHERS f PANEL ♦ • Of t 200 A 20' OF BARE OR ZINC GALVANIZED 22AIC0 , ELECTRODE OR TIE TO 20' OF EXPIRES: 01/01/2020 ELECTRICALLY CONDUCTIVE COATED 7,N v w z I 120/240 STEEL REINFORCING BAR (REBAR) . G A x - c g q •.. ELEGTRODE/REBAR SHALL BE NO u - — i ....3 VOLT A »» illi a b o K m - LE55 THAN 1/2" IN DIAMETER , o SEE ''` •'' °I.V LOCATED NEAR THE BOTTOM OF THE v a a' 9m f ♦ O.� � 'LI zN� DETAIL 3/E2 ., CONCRETE FOUNDATION AND ENCASED v ` g p p .Y m °LL. m&s ''/f////////1/./7///////////7/" R WITH A MINIMUM OF 2" CONCRETE . E 9= n z 2 g y x TO UTILITY ' / : .- INSTALL PER NEC 250-52(A)(3) . 73 2 f; Y Y c. ( ) TRANSFORMER gi Y _ 4.1 v \ • / //%/% � CONCRETE FOUNDATION IN Q z o 01 ONE-LINE DIAGRAM \//\///\//\7/\ /N/�\/\/N\/N�/ DIRECT CONTACT WITH EARTH 0 U -�\, �\/\\//\\^/N� //�// // o SCALE: NONE \�\\j\��\��w�\\��\\��\\�/�// til 1 a C THE AIC VALUES SHOWN ON THESE ROMTEC PLANS ��i• 1- O 1- ARE 1 ARE TO BE MADE CLEARLY AVAILABLE TO THE I p I p` , p I z 0 ELECTRICAL ENGINEER DESIGNING THE MAIN SERVICE. CONCRETE ENCASED SERVICE ICE G I`OUND 61 d SCALE: NONE z • l 0 WALL p I K 41 d X W 1- Z MAIN BREAKER PANEL - z 0 I WALL MOUNTED E_ d V NOTE:NEC 250 OR LOCAL w GODES MAY REQUIRE OR KEYED NOTES 0 1- Z ALLOW ADDITIONAL GROUNDING t 0 = Q tn1 -1 APPROVED CONDUIT O #4 GU MAIN BONDING JUMPER AND EQUIPMENT BONDING K V W \J Z v CONCRETE ENCASED b N JUMPER PER NEC 250.28(D), 250.102(0) AND TABLE 250.66 ,� I J ELECTRODE — —_- — w w Q ~ W SEE DETAIL 3/E3 O • • #4 CU TO CONCRETE ENCASED ELECTRODE PER NEC m N Z W © O 250.52(A)(3) AND 250.66(8) ri Q O Q Q FOOTING I �/ w only FF ,_ FG O WHERE REQUIRED, BOND PIPING SYSTEMS:NiiDs EXPOSED 0 © j 3 STRUCTURAL STEEL PER NEC250.104 IY z W UNDERGROUND FROM _ �' r •..j � � a F- ~ N ' • ` POWER SOURCE ::._f,.�¢ .,.,�,�y Q En O PLAN SET# NZ ldCt3 CV Q I: Z z T5H01 `� � �• Q DATE: RISER DIAGRAM Q 08/1S o019 SCALE: NONE 4 GROUNDING/BONDING DETAIL NS , w REV. DATE BY SCALE: NONE °'• mN O � DRAWN BY Oci Q \ GR SHEET NO. E2