The URL can be used to link to this page

Plans (12) PLM 2018-00322 r DURHAM O & M BUILDING REMODEL PHASE 2 ... PERMIT SET PROJECT TEAM VICINITY MAP: 16060 SW 85TH AVENUE TIGARD, OR 97224 ,.. RECEIVED OWNER CIVIL LANDSCAPE ARCHITECTURAL HoldayInn Express` ,JUN 2 8 2018 - 4 SW Bond St Portland South- :w p CLEAN WATER SERVICES KPFF SHAPIRO DIDWAY LANDSCAPE ARCHITECTS MWA ARCHITECTS <' Lake Oswego D. CITY OF TIGARD Oregon State Bar a DURHAM AWWTP 111 SW 5TH AVE, SUITE 2500 1204 SE WATER AVENUE 70 NW COUCH STREET, SUITE 401 SW Durham Rd SW Durham Rd BUILDING DIVISION 16060 SW 85TH AVENUE PORTLAND OR 97204 PORTLAND, OR 97214 PORTLAND, OR 97209 i TIGARD, OR 97224 PH: 503.227.3251 PH: 503.232.0520 PH: 503.973.5151 Tigard High School(i) PH: 503.547.8150 CONTACT: JOSHUA LIGHTHIPE CONTACT: STEVE SHAPIRO CONTACT: JEAN ROOT, PROJECT MANAGER �, CONTACT: TIM RONDEAU 7a 1 c STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL t 3wWaverly>a+ ca F *SITE 4 ABHT STRUCTURAL ENGINEERS CUNDIFF ENGINEERING, INC CUNDIFF ENGINEERING, INC Consumer Cellular 1640 NW JOHNSON ST 7007 SW CARDINAL LANE, SUITE 145 7007 SW CARDINAL LANE, SUITE 145 k PORTLAND, OR 97209 PORTLAND, OR 97224 PORTLAND, OR 97224 "> PH: 503.243.6682 PH: 503.521 .7260 PH: 503.521 .7260 Durham eery Park CONTACT: CLINTON AMBROSE CONTACT: CHRIS BOYD CONTACT: PEDRO ALZAGA ' cil x Heron Grove City Park iCook Park iii °' t rgnnpoCreek 5W Kingfshes W2Y The Grand Hotel 51110 EOmen in at Bridgeport SHEET INDEX GENERAL ARCHITECTURAL CONT'D STRUCTURAL PLUMBING G001 COVER SHEET A150 REFLECTED CEILING PLAN - OVERALL S001 GENERAL STRUCTURAL NOTES AND DRAWING INDEX P001 COVER SHEET-PLUMBING G002 CODE - SITE PLAN A151 REFLECTED CEILING PLAN - AREA A S002 GENERAL STRUCTURAL NOTES CONTINUED P110 EXISTING/DEMO FLOOR PLAN - OVERALL G003 CODE - (E) O&M BUILDING DATA A152 REFLECTED CEILING PLAN - AREA B S003 STATEMENT OF SPECIAL INSPECTION P111 EXISTING/DEMO FLOOR PLAN - AREA A G004 CODE - (E) O&M BUILDING PLAN A153 REFLECTED CEILING PLAN - AREA C S004 STATEMENT OF SPECIAL INSPECTION CONTINUED P113 EXISTING/DEMO FLOOR PLAN - AREA C G005 CODE - CONFERENCE BUILDING PLAN A154 REFLECTED CEILING PLAN - AREA D S005 TYPICAL SHEET NOTES P114 EXISTING/DEMO FLOOR PLAN - AREA D AND DATA A155 REFLECTED CEILING PLAN - AREA E 5100 STRUCTURAL SITE PLAN P115 EXISTING/DEMO FLOOR PLAN - AREA E A156 REFLECTED CEILING PLAN - AREA F S140 FOUNDATION PLAN - OVERALL P141 FLOOR PLAN - AREA A CIVIL A160 ROOF PLAN OVERALL S141 FOUNDATION PLAN - AREA A P143 FLOOR PLAN - AREA C A161 ROOF PLAN AREA A S143 FOUNDATION PLAN — AREA C P144 FLOOR PLAN - AREA D C001 COVER SHEET - CIVIL A162 ROOF PLAN - AREA B S146 FOUNDATION PLAN - AREA F P145 FLOOR PLAN - AREA E C002 EXISTING CONDITIONS PLAN A163 ROOF PLAN - AREA C S160 ROOF PLAN - OVERALL P146 FLOOR PLAN - AREA F C100 DEMOLITION PLAN A164 ROOF PLAN - AREA D S161 ROOF PLAN - AREA A P171 ENLARGED MECHANICAL ROOM FLOOR PLANS C200 SITE AND GRADING PLAN- OVERALL A165 ROOF PLAN - AREA E S163 ROOF PLAN - AREA C P501 DETAILS C201 SITE PLAN ENLARGEMENT A166 ROOF PLAN - AREA F S164 ROOF PLAN - AREA D PFn1 SCHFDIILES C202 GRADING PLAN ENLARGEMENT A170 ENLARGED PLANS- AREAS A & C S165 ROOF PLAN - AREA E C300 UTILITY PLAN- OVERALL A171 CANOPY PLANS- ENTRY S166 ROOF PLAN - AREA F C301 UTILITY RELOCATION PLAN ENLARGEMENT A172 CANOPY PLANS- CART CANOPY S170 ENLARGED PLANS ELECTRICAL C302 UTILITY PLAN ENLARGEMENT A176 ENLARGED PLANS- AREA F S171 ENLARGED PLANS E001 COVER SHEET C303 NOT USED A200 EXTERIOR ELEVATIONS S200 FRAMING ELEVATIONS - AREA A E100 POWER & COMMUNICATION SITE PLAN C401 DETAILS A201 EXTERIOR ELEVATIONS S210 FRAMING ELEVATIONS - AREA F E111 EXISTING/DEMO POWER & COMMUNICATIONS FLOOR PLAN - AREA A C402 DETAILS A202 EXTERIOR ELEVATIONS S501 CONCRETE DETAILS E113 EXISTING/DEMO POWER & COMMUNICATIONS FLOOR PLAN - AREA C .� A203 EXTERIOR ELEVATIONS S502 CONCRETE DETAILS E114 EXISTING/DEMO POWER & COMMUNICATIONS FLOOR PLAN - AREA D A210 EXTERIOR ELEVATIONS - AREA F S601 STEEL DETAILS >4 LANDSCAPE A300 BUILDING SECTIONS S602 STEEL DETAILS E115 EXISTING/DEMO POWER & COMMUNICATIONS FLOOR PLAN - AREA E ICS A301 BUILDING SECTIONS - AREA F S603 STEEL DETAILS E121 EXISTING/DEMO FIRE ALARM PLAN AREA A 0 L0.00 COVER SHEET - LANDSCAPE A305 WALL SECTIONS S604 STEEL DETAILS E123 EXISTING/DEMO FIRE ALARM PLAN AREA C L1 .00 OVERALL PLAN A306 WALL SECTIONS S701 FRAMING DETAILS E124 EXISTING/DEMO FIRE ALARM PLAN - AREA D W L1 .01 LAYOUT AND MATERIALS PLAN A307 WALL SECTIONS S702 FRAMING DETAILS E125 EXISTING/DEMO FIRE ALARM PLAN - AREA E w E126 EXISTING/DEMO LIGHTING PLAN AREA A L2.01 SITE DETAILS 1 A308 WALL SECTIONS S703 FRAMING DETAILS W. L4.01 PLANTING SOIL PREPARATION PLAN A309 WALL SECTIONS S704 LATERAL DETAILS E128 EXISTING/DEMO LIGHTING PLAN AREA C 0 A310 WALL SECTIONS - AREA F S801 WOOD DETAILS E129 EXISTING/DEMO LIGHTING PLAN AREA D A400 EXTERIOR ASSEMBLIES S802 WOOD DETAILS E130 EXISTING/DEMO LIGHTING PLAN AREA E A401 INTERIOR ASSEMBLIES E140 ROOF PLAN - OVERALL - POWER A402 HORIZONTAL ASSEMBLIES E141 POWER & COMMUNICATIONS FLOOR PLAN - AREA A A500 EXTERIOR DETAILS E143 POWER & COMMUNICATIONS FLOOR PLAN - AREA C ARCHITECTURAL A501 EXTERIOR DETAILS MECHANICAL E144 POWER & COMMUNICATIONS FLOOR PLAN - AREA D A001 COVER SHEET - ARCHITECTURAL A510 ROOF DETAILS M001 COVER SHEET- MECHANICAL E145 POWER & COMMUNICATIONS FLOOR PLAN AREA E A100 ARCHITECTURAL SITE PLAN A511 ROOF DETAILS M110 EXISTING/DEMO FLOOR PLAN - OVERALL E146 POWER & COMMUNICATIONS FLOOR PLAN - AREA F E151 FIRE ALARM PLAN - AREA A A110 EXISTING / DEMO FLOOR PLAN - OVERALL A520 OPENING DETAILS M111 EXISTING/DEMO FLOOR PLAN - AREA A A111 EXISTING / DEMO FLOOR PLAN - AREA A A521 OPENING DETAILS M113 EXISTING/DEMO FLOOR PLAN - AREA C E153 FIRE ALARM PLAN AREA C A112 EXISTING / DEMO FLOOR PLAN - AREA B A530 CANOPY DETAIL M114 EXISTING/DEMO FLOOR PLAN - AREA D E154 FIRE ALARM PLAN AREA D A113 EXISTING/DEMO FLOOR PLAN - AREA C A531 CANOPY DETAILS M115 EXISTING/DEMO FLOOR PLAN - AREAE E155 FIRE ALARM PLAN - AREA E El 56 FIRE ALARM PLAN - AREA F • A114 EXISTING / DEMO FLOOR PLAN - AREA D A600 SCHEDULES AREAS A-E M116 DEMOLITION ENLARGED MECHANICAL ROOM HYDRONIC PLAN E157 FIRE ALARM RISER DIAGRAM CITY OF TIGARD � A115 EXISTING / DEMO FLOOR PLAN - AREA E A601 SCHEDULES AREA F M141 FLOOR PLAN - AREA A E158 LIGHTING PLAN - AREA A Approved PCr A120 EXISTING / DEMO RCP - OVERALL A700 INTERIOR ELEVATIONS M143 FLOOR PLAN - AREA C E159 LIGHTING PLAN AREA B Conditionally Approved [ ] A121 EXISTING / DEMO RCP - AREA A A701 INTERIOR ELEVATIONS M144 FLOOR PLAN - AREA D E160 LIGHTING PLAN - AREA C See Letter to:Follow- [ ] A122 EXISTING / DEMO RCP - AREA B A702 INTERIOR ELEVATIONS M145 FLOOR PLAN - AREA E E161 LIGHTING PLAN - AREA DAttached ..........( A123 EXISTING / DEMO RCP - AREA C A703 INTERIOR ELEVATIONS M146 FLOOR PLAN - AREA F E162 LIGHTING PLAN - AREA E permit-Number: I M(Ai� -0030, A124 EXISTING / DEMO RCP - AREA D A704 INTERIOR ELEVATIONS - AREA F M147 ROOF PLAN - OVERALL E163 LIGHTING PLAN - AREA F Address_- ii,59)3 S+at if S4' �• A125 EXISTING / DEMO RCP - AREA E A800 INTERIOR DETAILS M148 HYDRONIC PLAN - AREA A E500 DETAILS Bar. �J.� Date: 9—/9--/ - A130 EXISTING / DEMO ROOF PLAN - OVERALL A801 INTERIOR DETAILS M171 ENLARGED MECHANICAL ROOM HYDRONIC PLAN E501 DETAILS ONE LINE POWER RISER S' �� (tf'lif'. s A131 EXISTING / DEMO ROOF PLAN - AREA A A802 INTERIOR DETAILS M501 DETAILS E600 LIGHTING FIXTURE SCHEDULE A132 EXISTING / DEMO ROOF PLAN - AREA B A803 INTERIOR DETAILS M502 DETAILS A133 EXISTING / DEMO ROOF PLAN - AREA C M601 SCHEDULES A134 EXISTING / DEMO ROOF PLAN - AREA D 11nr;n7 RCA-1PN II FC A135 EXISTING / DEMO ROOF PLAN - AREA E A140 FLOOR PLAN - OVERALL A141 FLOOR PLAN - AREA A A142 FLOOR PLAN - AREA B A143 FLOOR PLAN - AREA C A144 FLOOR PLAN - AREA D A145 FLOOR PLAN - AREA E A146 FLOOR PLAN - AREA F AO) ARC4b. ORIG PROJ NAME: SHEET TITLE: SHEET: OF: R J. P1 DRN: NS DATE: MARCH 2016 MIN I -% DURHAM O&M ARCHITECTURAL 1 201 ''i DSN: TW DWG*: GO01 2 11/8/2017 BID SET �� mwa architects • DATE: 0511 9/201 7 11-W THIS BAR IS ONE INCH - - CleanWater �` Services BUILDING COVER SHEET PLOT . .RTS WHEN DRAWING IS 1 6/22/2017 REVISIONS 70 NW COUCH STREET 0001 Ilir CHK: PK CAD FILE#: CWS O&M PHASE 2.rvt N/A Our commitment is clear SUITE 4D1 REMODEL P H 2 FULL SCALE. 5/19/2017 100%PERMIT SET PORTLAND,OR 97209 PLC#. � � P 503 973 5151 ((�� APPD:JR SCALE: 12" +� 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 9379 F5039735060 GWS 6687 OF V 1 -0 REV# DATE DRN APPD DESCRIPTIONMWAARCHITECT5.COM PROJ#: STAMP: /" %.. ,� / - SHEET GENERAL NOTES /" � � / , 1 . SEE SHEET A001 FOR GENERAL NOTES. /" ` ' .4Z*, \----Z. 2. PROPERTY LINE BASED ON SURVEY. /' L-' O� 3. SEE CIVIL DRAWINGS FOR UTILITY EASEMENT, SITE DIMENSIONS AT PARKING, SITE UTILITIES, GRADING, EROSION CONTROL, BUILDING PAD / j„,/ \ r"�/ ELEVATIONS AND RELATED DETAILS. / �i - 4. SEE LANDSCAPE DRAWINGS FOR HARDSCAPE DIMENSIONS PLANTING AND ,: /'/ �/ / lk:s1: /� / IRRIGATION INFORMATION, AND TREE REMOVAL AND PROTECTION. '� / \. 5. SEE CIVIL DRAWINGS FOR ACCESSIBILITY SITE RELATED DETAILS. /'/ "��- �` \'\ 6. DIMENSIONS AT BUILDING ARE TO FACE OF FOUNDATION STEM WALL. /' �'O 7. SEE ELECTRICAL FOR SITE LIGHTING AND SERVICE DISTRIBUTION. /" �� _ 8. SEE G003 AND G004 FOR (E) O&M CODE DATA . �/� ''', 9. SEE G006 FOR CONFERENCE BUILDING (AREA F) CODE DATA AND PLAN . -1'. \ bh. G .,- V0 -1.. PARKING °O ,„ ,-- 0 SITE DATA i'� / �r % / SITE DESCRIPTION: -� /" _.: 1- DURHAM ADVANCED WASTEWATER TREATMENT FACILITY — . -- /" OPERATIONS AND MAINTENANCE (O&M) SHELL AND CORE -� /" - / . 9 IMPROVEMENTS. 8, ,/ o., / �� SITE LOCATION: 16060 SW 85TH AVENUE TIGARD, OR 97224 �,/ / 'j./ NEW ,--7--- \„--- "~'r /'/ /% ,CONFE ' NCE i I---- ---�---i- *-4--w-- , o i r /J - / --BUILD 1 ; ; o p , 7 , - U G, ; , NEW ADDITION CITY OF TIGARD MUNICIPAL CODE _. �O /:iPLANNED DEVELOPMENT CODE CWS WASTEWATER TREATMENT PLAN IS NOT REQUIRED TO COMPLY WITH ,....: 23' 0" TITLE 18 OF THE TIGARD MUNICIPAL CODE / /'I. % /° ) / 2tt1111 .� A 7/ ‘\ 1 7 , .../ �,. PARKING \ ',•: , , , ,._. ,,, f,; BUILDING ,, i1 ,L__ , _ ,______ „,,,,iu \ ,, 7 ,,,,,,, \ , , / , -,,,,.__ ____„_____-- --- , _ i ,,,,,, . , -, v ., \ . -- ---__._.._ ---------- _______- . i . P P • / ++i+i+i+iii'►+i+i+i+i+i+i+i+i+ii+i+0i++++++++i�►++++�+++�++++++++++++++�+++++ +++i+moi+i+i+++0++i++++�►+++iii+i+i+�+i+i+i+i+i�i+�++�i+i+i+iii+i+i+i++ X + ►+++++++++++++++++++iii+++Di++++++++++++ +++++♦ i+ ri++++++++++++++++ ►+++ ,N, �i+i++�+i�'i+i+i+i+i ++i+i�i�►i++�i�►i+i+i+i+i+i�►++i �►+i+i+i+i+i+++i+i i++i+i+ ,' ++i�► ►ti++++++++++++++�i+++++++++++++++� +�++i++�+++++++++�ii�i+�+psi ++ +++ ++++ ►+ +iiiiiiiii+ ++tii�iii+�i�►+ + ++ LEG EN D U ++i+i+i+i+i +i+i+i++i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+++++i+++++++++i++++++++�i++++++++ _ ♦+++++++++ i — — — ♦�+��+♦ PROPERTY LINE ,ij CiLAI LOCATION OF ACCESSIBLE PARKING SPACE ) _ ___J ,. . MAIN BUILDING ENTRY AREA OF NO INTERIOR WORK 7 ---- „ MI NEW ADDITION - SEE SHEET G003 FOR SQUARE FOOTAGES i, f= p ACCESS TO R.O.W. J tel • Ilia KEY PLAN NTS PARKING \\ i'' r.-7' f PARKING /' `_ __` III0, z ci 1 - - _ C cit t v � , j I 1. IO D li n It CODE - SITE PLAN AND DATA PROJECT il) 1 j TRUE AR SCALE 1” = 20'-0" NORTH NORTH �� %'' • DRN: NS DATE: MARCH 2016 SHEET;2 OF: 201 /� R J. ORIG PROJ NAME: SHEET TITLE: w 3 4/16/2018 ASI1 , M DURHAM O&M ARCHITECTURAL ona DSN: TW DWG#: G002 z 11,8,017 I B€D SET rnwa architects CODE SITE PLAN AND DATA ° 04/04/2018 di • THIS BAR IS ONE INCH C1canWater �` Services BUILDING I L D I N G r-� OR�LA1�f0.� 70 NW COUCH STREET PLC#: N/A WHEN DRAWING IS 1 6/2212017 REVISIONS SUITE401 REMODEL PH 2 ooG 0� CHK: PK CAD FILE#: CWS_O&M PHASE 2.rvt — Our commitment is clear PORTLAND,OR 97209 *cc FULL SCALE. 5/19/2017 100%PERMIT SET P503973 5151 APPD:JR SCALE: 2550 SW Hillsboro HW Hillsboro, Oregon 97123-9379 F5039735050 CWS 6607 )F �� AS indicated REV# DATE DRN APPD DESCRIPTION y MWAARCHITECTS,COIM PROD#: 8 STAMP: PROJECT DATA OCCUPANCY 1004. 1 . 1 OCCUPANCY TABLE 1004. 1 .2 PROJECT TYPE: ENVELOPE AND INTERIOR REMODEL OF OCCUPANCY CLASSIFICATION OSSC 2014 CHAPTER 3 ROOM NO./ NAME SF OCCUPANCY ACCESSORY ALLOWED/SF OCC LOAD COMMENTS EXISTING OPERATIONS AND BUILDING AREA OSSC 2014 CHAPTER 5 MAINTENANCE BUILDING. ADDITION AT CONSTRUCTION TYPE OSSC 2014 CHAPTER 6 100 VESTIBULE 108 B 100 2 ENTRY AND FRONT OFFICE AND NEW OCCUPANCY LOAD DATA OSSC 2014 CHAPTER 10 101 RECEPTION 184 B 100 2 CONSTRUCTION OF A CONFERENCE 102 LOBBY 688 B 100 7 BUILDING 103 OFFICE 148 B 100 2 TOTAL SF B 15,822 104 OFFICE 149 B 100 2 TOTAL SF B-ACCESSORY 3,146 105 OFFICE 149 B 100 2 BUILDING/ACCESSIBILITY CODES: 2014 OREGON STRUCTURAL SPECIALTY TOTAL SF F-1 4,462 106 OFFICE 143 B 100 2 CODE (OSSC) TOTAL SF S-1 5,673 107 OFFICE 153 B 100 2 TOTAL SF A-3 2.402 108 OFFICE 150 B 100 2 CITY OF TIGARD MUNICIPAL CODE TOTAL 31 ,505 109 OFFICE 119 B 100 2 110 HALLWAY 572 B 100 6 CITY OF TIGARD COMPREHENSIVE PLAN 111 OFFICE 178 B 100 2 112 OFFICE 106 B 100 2 FULLY FIRE PROTECTED PER NFPA 13 113 OFFICE 103 B 100 2 114 HALLWAY 150 B 100 2 CONSTRUCTION TYPE: IIIB 115 ENTRY 2 34 B 100 1 116 OFFICE 108 B 100 2 ALLOWABLE AREA ENERGY CODE 117 OFFICE 107 B 100 2 118 STOR 26 B 100 1 119 OFFICE 153 B 100 2 BUILDING AREA (CHAPTER 5 - TABLE 503) ASSEMBLY REQUIRED PROVIDED 120 OFFICE 96 B 100 1 508.4 MIXED OCCUPANCY 121 PROJECT ROOM 93 B 100 1 B 15,822 SF (NO FIRE SEPARATION REQUIRED) ROOF 122 OFFICE 155 B 100 2 -B- ACCESSORY 3,146 SF INSULATION ABOVE DECK AT NEW R-20 CI R-20 CI 123 SCADA 150 B 100 2 F-1 4,462 SF (NO FIRE SEPARATION REQUIRED) INSULATION ABOVE DECK AT EXISTING SEE BELOW OSSC 3404.3 124 OPEN OFFICE 1093 B 100 11 S-1 5,673 SF (NO FIRE SEPARATION REQUIRED) 125 WOMENS RESTROOM 173 B 100 2 A-3 2,402 SF (1-HOUR SEPARATION) WALLS (ABOVE GRADE) 126 MENS RESTROOM 153 B 100 2 METAL FRAME R-13 + R7.5 CI R-21 + R 7.5 CI 127 STOR 62 B 100 1 TYPE III-B CONSTRUCTION 128 FIRE RISER 40 B 100 1 SINGLE STORY CONSTRUCTION 129 CONF 914 A-3 15 61 TABLE 1015.1 REQUIRES TWO EXITS SLAB ON GRADE 130 LIBRARY 239 B 15 16 TABLE 503 ALLOWABLE AREA PER FLOOR: 19,000 SF UNHEATED NA NA 506.1 ALLOWABLE WITH FRONTAGE INCREASE: 32,178 SF 131 CONF 131 B 15 9 ACTUAL BUILDING AREA: 31 ,505 SF 132 OFFICE 503 B 100 6 508.2 ACCESSORY ALLOWABLE 10% 3,151 SFOPAQUE DOORS 132.1 OFFICE 120 B 100 2 ACTUAL ACCESSORY AREA: 3,146 SF SWINGING U = 0.70 U = 0.70 132.2 OFFICE 92 B 100 1133 MECHANICS 4175 F-1 100 42 STOREFRONT U. 0.45 U= 0.45 WORKSHOP 506.1 BUILDING AREA MODIFICATIONS, GENERAL OVERHEAD U = 0.50 U = 0.50 134 HALLWAY 212 B 100 3 AA-ALLOWABLE BUILDING AREA PER STORY 135 TOOL ROOM 191 B 300 1 AT=TABLE 503 BUILDING AREA PER STORY VERTICAL FENESTRATION: 136 STOR 10 B 100 1 AA= {AT + [AT X IF]) = 19,000 + [19,000 X 0.6936] = 32,178 SF METAL FRAME U= 0.45 U= 0.45 137 STOR 13 B 100 1 SHGC = 0.40 SHGC = 0.40 138 COMPRESSOR RM 81 F-1 100 1 506.2 FRONTAGE INCREASE 139 RESTROOM 118 B 100 2 F = BUILDING PERIMETER ON OPEN SPACE 30 FEET DEEP = 1222 LF OSSC 3404.3 THE ORIGINAL DEAD PLUS SNOW GRAVITY LOADS USED FOR THE 140 OIL STORAGE 206 F-1 100 3 P = BUILDING PERIMETER = 1295 LF ROOF STRUCTURE DESIGN WAS 39 PSF (14PSF DL + 25 PSF LL). THE NEW 141 LUNCH ROOM 735 B 15 49 IF = [F/P - 0.25] 30/30 = [1222/1295 - .025] = 0.6936 ROOFING ASSEMBLY WILL RESULT IN A DESIGN GRAVITY LOAD INCREASE OF 142 INSTRUMENT 705 B ACCESSORY 100 8 506.3 BUILDING IS SPRINKLERED; SPRINKLER AREA INCREASE IS NOT USED. 2.85 PSF OVER THE ORIGINAL DESIGN GRAVITY LOAD OF 39 PSF WHICH WORKSHOP CORRESPONDS TO A 7.3% INCREASE. THE RESULTING GRAVITY LOAD 143 ELECTRICAL 695 B ACCESSORY 100 INCREASE IS GREATER THAN 5%. ROOF INSULATION TO BE REPLACED IN KIND WORKSHOP IN COMPLIANCE WITH SECTION 3404.3 OF THE 2014 OREGON STRUCTURAL 144 HALLWAY 311 B 100 4 SPECIALTY CODE. 145 HALLWAY 432 B 100 5 146 E&I GARAGE 755 B ACCESSORY 100 8 FIRE RESISTANCE RATING TABLE 601 147 MECHANICS 505 B ACCESSORY 100 6 CONSTRUCTION TYPE (CHAPTER 6 - TABLE 601) WORKSHOP TYPE III B 148 TELE/ELEC 20 B 300 1 EXTERIOR BEARING WALLS REQUIRE 2 HOUR FIRE RATING; NO EXTERIOR 149 HALLWAY 870 B 100 9 BEARING WALLS ARE USED IN THIS PROJECT. 150 WOMENS LOCKER 488 B 50 10 BUILDING STRUCTURE IS NOT REQUIRED TO BE FIRE RATED. 151 MENS LINEN 413 B 100 5 152 WOMENS LINEN 93 B 100 1 153 MENS RESTROOM 212 B 100 3 ALTERNATE - TABLE 602 /705.3 BUILDINGS ON SAME LOT, EXCEPTION - THE 154 MENS LOCKER 854 B 50 18 156 LAUNDRY 131 NEW CONFERENCE BUILDING IS CONSIDERED AS ONE BUILDING WITH THE EXISTING O&M BUILDING PER 420.2. BOTH BUILDINGS SERVE THE SAME 156 OFFICE 113 B 100 2 B INCIDENTAL 300 1 157 OFFICE 115 B 100 2 USERS. THIS ALTERNATE NOTES THAT SEPARATING THE CONFERENCE 158 STORES 4143 S-1 500 9 BUILDING (A-3) FROM THE O&M BUILDING (B) IMPROVES THE SAFETY OF BOTH BUILDINGS. NO LOT CALCULATIONS ARE REQUIRED OR EXTERIOR 159 STORES 1530 S-1 500 2 WALL RATINGS. 160 HOUSEKEEPING 103 B 100 2 161 ELECTRICAL 311 B ACCESSORY 100 4 WORKSHOP 162 OFFICE 306 B 100 3.1 4 163 STOR 138 B 100 1 .4 2 FIRE SPRINKLERS 164 CONF 242 B 15 16.1 17 165 LAB 1497 B 100 15.0 15 AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13 WILL BE 166 RECEIVING 303 B 100 3.0 4 COMPLETELY REPLACED IN AREAS OF WORK 167 MECH/ELEC 118 B 300 0.4 1 168 OFFICE 286 B 100 2.9 3 200 INTERPRETIVE LOBBY 429 A-3 15 29 201 CONFERENCE ROOM 1488 A-3 15 100 TABLE 1015.1 REQUIRES TWO EXITS FIRE EXTINGUISHERS 202 RESTROOM 85 B 100 1 COORDINATE FIRE EXTINGUISHER LOCATIONS WITH FIRE MARSHALL. ALL 203 JANITOR 23 B 100 1 CABINETS TO BE RECESSED. MAINTAIN FIRE RATINGS. 204 RESTROOM 83 B 100 1 205 ELECTRICAL 175 B ACCESSORY 300 1 31 ,505 SF 3150.5 (10% ACCESSORY ALLOWANCE SF (508.2)) DEFERRED SUBMITTALS 3,146 ACCESSORY SF 1 . FIRE SPRINKLER SYSTEM 2. ALUMINUM STOREFRONT SYSTEM 3. FIRE ALARM SYSTEM 4. SHIPS LADDER 5. HIGH BAY RACKS 6. MECHANICAL LEVELING CURBS s...)4s9) Ale..), DRN: NS OFiIG MARCH 2016 �� PROJ NAME SHEET TITLE: SHEET: OF: 201 .rid R J.*CQA w DATE: ilMin jM DURHAM O&M ARCHITECTURAL 3 ra DSN: TW DWG#: G003 z 11,6,2°17 BID SET mwa architects CODE - (E) O&M BUILDING DATA PLOT 05/19/2017 �� THIS BAR IS ONE INCH BUILDING • CleanWater ServicesDATE: G003 6/22/2017 REVISIONS 70 NW COUCH STREET •�� CHK: PK CAD FILE#:CWS_O&M PHASE 2.rvt WHEN DRAWING ISSUITE401 REMODEL PH 2 PLC#: N/A 0� FULL SCALE. 5/19/2017 100%PERMIT SET Our commitment is clear PORTLAND,OR 97209 Psal 9735151 121Z, A�� APPD:JR SCALE: n �+ 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 F503973SOSO CWS 6687 OF O'` 12 = 1 -0 REV# DATE DRN APPD DESCRIPTION 9 MiWAARCHFTECTS COM PROD#: STAMP: SHEET GENERAL NOTES 1 . SEE G002 FOR SITE CODE DATA AND PLAN . 2. SEE G003 FOR (E) O&M CODE DATA . \\ 3. SEE G006 FOR CONFERENCELAN . BUILDING (AREA F) 111\ CODE DATA AND P NEW CONFERENCE%* 1111)li °° °° 48 OCC J NEW (AREA F) T S ° qp oc �' co 4 . iii ‘ r ,____ f_. J ,„. _r,, ft. \„____.`1_____(1.1 0 wv•-1.- .ii - ..... - -,....._____,. r - - _Ii r --- ----7- --- i � ��' iii♦ COURTYARD L , ® .144 41, - -- ) ilii /, � 7 S .�ii1 II ,�iii,1� ', LEGEND _, '.-.1 11 /♦♦i ► �♦ill♦i' POINT OF EXIT W/ OCCUPANT LOAD 30 OCCI'�_ _ (E)I DIN —❑ LJ ''� BUILDING r�1•�� ♦♦ 01 — — — - (AREAS A-E) 7 Ali♦ �►�."7.-- �� ♦♦i ,4,1 �:i:♦:♦♦, EXIT PATH AND DISTANCE, EGRESS ♦i♦�I' 1i' ii 0I LIGHTING PROVIDED ACROSS ENTIRE 50 OCC - �---A Air-fr(j a '� EGRESS PATH, MIN 1 FOOT CANDLE AS FEC L — — — —I �. L _ — _ -- _ _ 2 438 OCC MEASURED AT FLOOR LEVEL _- ._.____. . .. „/y n_n �r� - n n__ �- - °.^. _-^_^ _ ._ fi l II I ►ii♦liiiiiliii •i►ii�i♦iilii♦li♦i♦iii♦i♦i♦iii♦i�►� �i�♦��i��♦♦rii�i� ��♦moi♦ ii♦iiiii�il�i�i� I IC ♦♦ii♦♦♦l♦♦♦ ♦�i♦♦♦♦llililili♦♦ ►♦♦♦♦♦♦♦♦�iiili♦l♦ i♦ � l♦♦iiii♦ .�... 1 HOUR RATED FIRE I .,,� i♦♦ii♦iii l♦♦i♦ ♦i♦l♦i♦iii♦i♦♦♦i♦♦♦i♦ ♦i♦♦♦ �i♦♦♦♦♦i♦♦i ♦♦♦♦♦� ♦♦♦♦♦�►1��,►♦i+♦�► l♦♦♦ I �ii♦i♦ ♦♦� ♦ ♦ilii♦♦♦ �'►♦ ♦ ♦♦♦ iii♦♦ ♦iii♦ ♦♦ � 1 ♦♦♦♦ ♦iii ♦♦ilii♦iii♦ ♦♦ �i ♦ i♦i♦i♦♦♦ ♦i�►♦♦ ♦♦ i♦ FEC FIRE EXTINGUISHER IN ♦♦lil♦li♦ilil♦i♦l♦iil♦i♦l♦i ♦,ii♦i♦♦i♦l♦i�i♦♦i♦l♦i♦liiii♦♦♦ii♦♦i i♦♦i♦♦♦i♦l♦i♦l♦i4' I I Lm. ►ii�♦�-�♦i♦l iii♦♦♦i♦♦♦♦♦♦♦%►♦♦♦�i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦i♦♦♦♦♦♦♦ : I I �. ...� Liiiiiwiii ili�i�i�ili♦i♦ii♦l�iii♦ilii'i�`►♦i♦ililil♦liliiilili�ili♦ilililyiiiliii♦iil�liiilii♦ 1:♦♦ _. _.,_ -I, ♦♦i♦4.. •♦♦♦l�►♦i♦♦♦♦♦♦�li�♦l♦ ♦♦i li�►l ♦♦l l♦ li♦i♦ i♦i lil♦i�♦i♦♦ii 7 ��` C AREA OF NO INTERIOR WORK. '-1® __ I�t ��!i♦♦��-,��i♦♦♦i♦i♦�►iiili i♦liii♦ii♦ ♦►iiiii�♦i��ii♦ ♦♦♦♦i�►p�l♦l♦♦+♦♦i♦♦♦♦♦♦l♦�i�♦♦♦�► I n — -1FEC — I- - I- ----- 1 OO ilk i44 ,r-IFEC^ �� L,, viii ii♦♦i♦♦♦i♦��iii♦l♦ill♦ill♦i♦l�llillliil♦i♦l♦l♦i♦l♦iilii♦i♦l♦i♦i♦♦i♦l♦il♦♦i♦i♦♦♦ii♦iii♦ 1 `� 1 t t, I I l i l l l l l l l l l l l l l l l r 1 1 1 1 1 1 1 1 II I �' ii _ I Ali♦i♦i i� �lil♦ii♦iii♦♦♦♦�♦��♦�♦♦♦♦♦♦�►i♦♦i♦i♦♦♦♦i �♦♦li♦♦♦♦il♦lil♦i♦l�l��a �i♦lil♦li ♦ NEW ADDITION - 861 SF- SEE SHEET G003 - isfi ♦ ► ♦♦ ♦ .��=�► ►♦ ♦l�j♦i♦♦♦♦♦♦�i. ♦l •_ FOR OCCUPANCY AREAS 9 �� °� i —1, i I`= µ -� 1 I I 4:: �1♦♦ � 0 ILLUMINATED EXIT SIGN .r.�_T-.ell -~ 1_ _ , , h, t4i . I c °0 00 - li ��♦�� 'I .�-_ 4, ..., -4. _ _ 1 -_� 1 44 OCC ��' Hik ,it , D ' ' -L = = ��gr -- ''Milli* '' l♦♦: M �I - I �' !� ''� I I I I I I I I I I I t I I lii, . E , . 64 , ♦l � . , 0 a a 1 MM ao 00 00 o0 il ID 1 ir a D /q ra _ ;I 1 II 1 MU - Irl I ° 11-7-1-\- EE t -- I KEY PLAN ■■ I F ISI ❑ {VI I VIII NTS I, lifilElm Ill - lj B E C JJ Li • IIIh D I\ C. II C - - \ n C I F' C + RA -' IN [:-. I C L lir . II II ii \t er rtr it ii a ix 1 n..1 \' CODE PLAN, EXISTING O&M BU I DLING SCALE: 1/16" = 11-0" PROJ � jill) TRUE NORTH NORTH ,S93 ARC' . ORIGI PROJ NAME: SHEET TITLE: ~� �� DRN: NS DATE: MARCH 2016 I DURHAM O&M ARCHITECTURAL SHEET:4 OF: 201 � � �. � DSN: Trry DWG#: 1118!2017 BID SET ff1W7 architects _ PLOT 0511 9120 1 7 w'� • Go04 THIS BAR Is ONE INCH 2 CleanWafer �` Services BUILDING CODE (E} O&M BUILDING PLAN DATE: G004 ,�CWK: PK CAD FILE#: WHEN DRAWING IS 1 6122!2017 REVISIONS7oNwC0UCH5TREET CWS_O&M PHASE 2.rv1 PLC#: NIA - FULL SCALE. 5/19/2017 100%PERMIT SET Our commitment is clear PORT Al REMODEL P H 2 ,� C� PORTLAND,01�47209 A 503 973 5151 /� 4 APPD:JR SCALE: As indicated 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 9379 Fsn3�r3sasa CWS 6687 OF Ogg IREV# DATE DRN APPD DESCRIPTION9 14WAAiiCHITECT3.CDM PROD#: STAMP: 4' I 1 r--_-_ __,___in ,LI E__11: I I - r (tOI 0 L____`13 I CONFERENCE I I — - I BUILDING 1 ,.7-, 1TOTAL AREA I 2,285 SF I 7oo r--a-, I -iI I _.r. I1 � . 11 I II I 1 . . II — 1 I 11. I I1 -`= 1 im___ 1 1 I_ - L_,1 747- IFEC; 4 1 66 OL _ 1 i 1 OL 66 OL COURTYARD (E) O&M BUILDING CODE PLAN - CONFERENCE BUILDING PLAN - AREA F 1 SCALE: 118" = 11-0" i .) KEY PLAN @ LEGEND SHEET GENERAL NOTES NTS 1 . SEE G002 FOR SITE CODE DATA AND PLAN . 1 . POINT OF EXIT W/ OCCUPANT LOAD 2. SEE G003 FOR (E) O&M CODE DATA . © 3. SEE G006 FOR CONFERENCE BUILDING (AREA F) M410 EXIT PATH AND DISTANCE, EGRESS CODE DATA AND PLAN . [117-1-1 LIGHTING PROVIDED ACROSS ENTIRE B EGRESS PATH, MIN 1 FOOT CANDLE AS G i I I MEASURED AT FLOOR LEVEL E -- 1 HOUR RATED D FEC FIRE EXTINGUISHER IN ILLUMINATED EXIT SIGN "SC") 1614% DRN: NS ORlG MARCH 2016 SHEET: OF: V R J.McGRAW PROD NAME: SHEET TITLE: ff Adie , DATE: ` M DURHAM O&M GENERAL 5 201 DSN: TW DWG#: G005 2 11/8/2017 BID SET mwa architects CODE - NEW CONFERENCE BUILDING DAOE •O5I19I2O17 i THIS BAR IS ONE INCH • CleanWate r Services 70 NW COUCH STREET BUILDING . . o,OR CHK: PK CAD FILE#: CWS_O&M PHASE 2.rvt WHEN DRAWING IS 1 8/22/2017 REVISIONS SUITE401 REMODEL P H 2 PLAN AND DATA G oo� o o FULL SCALE. 5/19/2017 100%PERMIT SET Our commitment is Clear PORTLAND,OR 97209 PLC#: N�q l . P 503 973 S1S1 175, ,.0 APPD:JR SCALE: 2550 SWHillsboro Hwy. Hillsboro, Oregon 97123 9379 F 503 473 5060 CWS 6687 OF O�YYY As indicated REV# DATE DRN APPD DESCRIPTION9 MWAARCHITECTS.COM PROD#: STAMP: GENERAL NOTES CONSTRUCTION NOTES MATERIAL NOTES DURHAM O&M 1. SURVEY PROVIDED BY WESTLAKE CONSULTANTS INC., DATED JANUARY, 2016. GENERAL 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, BUILDING REMODEL CAL DATUM PER MODELS, AND NUMBERS IS ED TO SH STYLE, ELEVATIONS DIISK LOCATED IN THE TOP OF CURB/PER DURHAM FACILITY PDHASE 4 1 . ACTUAL LINES AND GRADES SHALL BE STAKED BY A PROFESSIONAL APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS TU IONQUALITY,WIL BRASSREQUIRE PHASE 2 EXPANSION PLANS WITH AN ELEVATION OF 156.24. SURVEYOR, REGISTERED IN THE STATE OF OR, BASED ON DIMENSIONS, WRITTEN APPROVAL FROM {ARCHITECT / OWNER / ENGINEER} PRIOR TO TIGARD, OREGON ELEVATIONS AND BEARINGS AS SHOWN ON THE PLANS. INSTALLATION. 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, 2. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% 2. STORM AND SANITARY SEWER PIPING SHALL BE {SELECT THOSE THAT APPLY.} i i BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING [PVC PIPE, DUCTILE IRON PIPE, REINFORCED CONCRETE PIPE (RCP), n a °' ry[ CL S SHOWN, ON THE PLANS. OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. NON-REINFORCED CONCRETE PIPE (NRCP) OR HIGH DENSITY POLYETHYLENE a (HDPE) PIPE] CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED % SW Avon St SW Bond St 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE 3. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING. IN THE PLANS. Hall Pizza$Pub Is- HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE , -_ I SHEET C002 FOR PROJECT CONTROL INFORMATION. 3. PRIVATE WATER MAINS 4-INCH DIAMETER AND LARGER SHALL BE {SELECT n Plaid Pantr s co SW Alder St QJa DEMOLITION THOSE THAT APPLY.} [DUCTILE IRON PIPE OR PVC PIPE] CONFORMING TO THE SW Durham Rd SW Durham Rd SW Durham Rd g 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL coat P,,� BEGINNING CONSTRUCTION LAYOUT. OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE 4. PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER SHALL BE {SELECT v tr SITE AREA IDENTIFIED IN THE PLANS. THOSE THAT APPLY.} [TYPE K COPPER TUBING OR SCHEDULE 40 PVC] ro PROJECT SITE '‘ s �� 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. wo DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON Clean Water Services + p 4rha/i� ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM d' 9a I DISCREPANCIES. PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY. COMPRESSIVE STRENGTH OF [3,300] {CROSS-CHECK DETAILS AND °Cree" SPECIFICATIONS} PSI AT 28 DAYS. 6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND CI an Water ABBREVIATIONS /'' f` '.. ALL OTHER CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING DELIVERED STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. servic Durham SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION LAYOUT. f ,, ; 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE W 7. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE AC ASPHALT CONCRETE P/L PROPERTY LINE cn _, - MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. AD AREA DRAIN PC POINT OF CURVATURE 8 '; w RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF APPROX APPROXIMATE PCC POINT OF COMPOUND y Dr ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE B BOLLARD CURVATURE a MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. NEAREST EXISTING CONSTRUCTION JOINT. BLDG BUILDING PCR POINT OF CURB RETURN A z BOW BACK OF WALK PED PEDESTRIAN 3 c2", 1 8. SOME SITE DEMOLITION AND UTILITY RELOCATION HAS BEEN PERFORMED. 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE BS BOTTOM OF SWALE PIV POST INDICATOR VALVE SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING AND NEW PAVEMENT. BOTTOM OF STAIR PM PARKING METER a D EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BW BOTTOM OF WALL POC POINT ON CURVE e� Du k BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO CB CATCH BASIN PP POWER POLE �G�� BEGINNING CONSTRUCTION. UTILITIES CL CENTERLINE PRC POINT OF REVERSE gesithi MAP FROM: GOOGLE CMP CORRUGATED METAL PIPE CURVATURE 9. CONTRACTOR TO REFERENCE SOILS REPORT BY SHANNON AND WILSON INC. 1 . ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH CMU CONCRETE MASONRY UNIT PT POINT OF TANGENT VICINITY MAP DATED MARCH 7, 2016 FOR THE SITE SOILS CONDITIONS. BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. CO CLEANOUT P.U.E PUBLIC UTILITY EASEMENT SCALE:1" = 500' CONC. CONCRETE PVC POLYVINYL CHLORIDE 10. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES COTG CLEANOUT TO GRADE PVMT PAVEMENT PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2015 (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW CP CONTROL POINT PVT PRIVATE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2941 OREGON p.Ot'1 GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT A DELTA R RIM PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF TIGARD. OCCURS. D/W DRIVEWAY RD ROOF DRAIN DIA.,O DIAMETER R.O.W RIGHT-OF-WAY 11. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR DIP DUCTILE IRON PIPE S SLOPE (FT/FT) FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL THE INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND E EASTING SED SEDIMENT TRAP PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING TELEPHONE SERVICE. EXIST./EX EXISTING SD STORM DRAIN AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE FDC FIRE DEPARTMENT SDMH STORM DRAIN MANHOLE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR CONNECTION SHT SHEET SHALL SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND FF FINISH FLOOR ELEVATION SS SANITARY SEWER 12. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY DEPTH AND SUBMIT TO ENGINEER AND OWNER. FG FINISH GRADE SSMH SANITARY SEWER MANHOLE THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH FH FIRE HYDRANT ST STREET IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF FL FLOWLINE STA STATION 3 THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR STORM AND SANITARY FND FOUNDATION STD STANDARD -n THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS G GUTTER S/W SIDEWALK MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND 1 . CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM GB GRADE BREAK TC TOP OF CURB O UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT TO THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, GL GAS LINE TD TRENCH DRAIN o MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO SECTION 00490, "WORK ON EXISTING SEWERS AND STRUCTURES". GV GATE VALVE TG TOP OF GROUND o UTILITIES MAY BE ACCURATELY LOCATED. H HEIGHT TP TOP OF PAVEMENT (D 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT HCP HANDICAP PARKING SPACE TRANS. TRANSFORMER a13. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH HP HIGH POINT TS TOP OF STAIR o ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE ID INSIDE DIAMETER TW TOP OF WALL U OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. IE INVERT ELEVATION TOP OF WALK MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING INV INVERT TYP TYPICAL E WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE 3. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, IRR. IRRIGATION UG UNDERGROUND ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF BASED ON COORDINATES, DIMENSIONS AND BEARINGS INDICATED ON THE LP LIGHT POLE UGE UNDERGROUND ELECTRIC SHEET INDEX ii CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. PLANS. CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF MH MANHOLE W WATER OR. MIN MINIMUM W/ WITH SHEET 14. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE N NORTHING WCR WHEEL CHAIR RAMP NUMBER SHEET TITLE m CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY 4. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE O.D OUTSIDE DIAMETER WM WATER METER C001 COVER SHEET 0.5O ADHERED TO IN THE PERFORMANCE OF THE WORK. OF 2 PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. OF OUTFALL WV WATER VALVE C002 EXISTING CONDITIONS PLAN OVH/OH OVERHEAD C100 DEMOLITION PLAN co15. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE WATER C200 SITE AND GRADING PLAN - OVERALL E IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CITY OF {CITY 1 AGENCY C201 SITE PLAN ENLARGEMENT ❑ AND NAME OF GUIDE, IF APPLICABLE, INCLUDING EDITION DATE} FOR MINIMUM 1 . ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH C202 GRADING PLAN ENLARGEMENT EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS COVER TO THE FINISH GRADE. POTENTIAL UNDERGROUND FACILITY OWNERS C300 UTILITY PLAN - OVERALL U ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. C301 UTILITY RELOCATION PLAN ENLARGEMENT o DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED Dug , Safely C302 UTILITY PLAN ENLARGEMENT o AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT WITH THRUST BLOCKS PER DETAIL. in SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. Call the Oregon One Call Center C303 NOT USED 1-800-332-2344 C401 DETAILS n 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE C402 DETAILS 0 16. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO CLEAN WATER SERVICES AT OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. `? ALL TIMES DURING CONSTRUCTION. EMERGENCY TELEPHONE NUMBERS a EARTHWORKS tl 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND NW NATURAL GAS a) SCHEDULING ALL WORK WITH THE OWNER. 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER M-F 7am-6pm 503-226-4211 Ext.4313 a FROM ENTERING THE STORM DRAINAGE SYSTEM. AFTER HOURS 503-226-4211 18. NOTIFY {CITY / AGENCY} INSPECTOR {72} HOURS BEFORE STARTING WORK. A PGE 503-464-7777 U PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, QWEST 1-800 -573-1311 x CONTRACTOR AND THE {CITY / AGENCY} REPRESENTATIVE SHALL BE PAVING CITY BUREAU OF MAINTENANCE 503-823-1874 CITY WATER 503-823-4874 a REQUIRED. {CHECK APPLICABILITY.} VERIZON 1-800-483-1000 1 . SEE ARCHITECTURAL PLANS FOR SIDEWALK FINISHING AND SCORING o PATTERNS. �� PROFFs�10/10/17 ORIG PROJ NAME: SHEET TITLE: SHEET: 6 OF: 201 DWG#: O DRN: DATE: DURHAM O&M CIVIL DI•" : • , r DSN: DWG#: mwa architects PLOT 11/7/17 a'E r THIS BAR IS ONE INCH 2 11/8/2017 BID SET BUILDING COVER SHEET DATE: o WHEN DRAWING IS FULL 1 6/2212017 REVISIONS C1eanWater Services 6U�TE4p6jU`HSTREET coo l `'° 4/. 9 1p4� ��Q`�`' CHK: CAD FILE#:0006-COV.DWG PDRTLA,O.OR 97209 REMODEL PLC#: NA y04 A. L10\'\ (V Our commitment is clear. 111 SW Fifth Ave.,Suite 2900 SCALE. 100% P 563 973 515, Portland,OR 97264 5/19/2017 PERMIT SET F 563 973 560 0:503.227.3251 APPD: SCALE: 1"=20' REV# DATE DRN APPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAAR6H�7E6T5.COM F:503.274.4581 P H 2 CWS 6687 EXPIRATION DATE: 12/31/18 wwsv,ko/f.com PROD#: -'. •• " 1 NO3'35 36 E v 11'C' QS a v"T Gs f _ . . �.�n Sn ST) I-1 0.----- SD LEGEND S D �� S D �� S D �� SD ^--�M S D �� I� - - - �-' ' --� ---- ,� '4;..--• r ;n __ _ � ��. = Ci.A �. - �� • FOUND MONUMENT AS NOTED :.:- • :S �''.;:� Nrr�� ...E:, '�,; ��a ;�, _ S` y _� $S< r- SS SS SS • S :7 55 SS ------SNS' SS . SS SS )\ / // t�� , 1�,, 11 :►-•••• ,.;,---4.0-' r cn -10H OH Oh- OH �� ► O SANITARY SEWER MANHOLE f� / ��•\ OH •H �i%/OH off J 'r �oN— r NI O ;#....1\1 'V.:.. �� r \Ai r �X �+ X X X- (yr-- X X X X X \ALX...7--- --- :.....,XTX X X X x ri r— CLEANOUT(IT / \ Y, / 1f .,. ,,��nrg//ix X �Xrx- x x x� o / �� ! O STORM SEWER MANHOLE / / — 'Tc. -, M, .,..__ �... ?r� /// — — _ tL �G, t, c,�s\,- 1 , .. 0 La,� 11111 CATCH BASIN CENTER / \ -- ��J '% 1 / 6 TORVI 1 �., tm1 0,,..tii, � \\ - 1 f �� _ .�L� J (Af.ANDONED I?E� �� \ `' _ ry I _., TRENCH DRAIN / Mill; �_ _ -__ _ f/j\ — X07 lrL� a-� . M f � RE =•�� RE RE RE RE � RE �� RE RE � RE � R _� --- -- - � � ,_ ,y .FM SF _Sy, ® AREA DRAIN �� 44.4.______ ........14114#0°-- R E IIIII. \, :'� S '.:M" SFM_SFM_SFM SEM_SFM SFM SFM SFM_SFM SFM SEM_SF f 1 SFM SFM SFM_SFM SFM_SFM SFM SFM RD �� IRR• IRR IRR IR IRR ` -� �x1 I I �c,� I l 0 ROOF DRAIN / /11:2t IRR IRR I R IRR I R I R IRR IRR IRR IRR \ o i mac., / I I I 1 WV S M _sFM CF}v1 M SPM SPM _ n� r A� �:. s_,�SPM �c'' n /(O 1 11 / II 1 I DQ WATER VALVE F MEISFM _SFM SFM _SEM FM - N. - P "i �� ] � -r 1 - 11 1 l I wM WATER METER /I.400: < / 56 _ miNOT 72 I.4 - - CS a Ti7i '::::J `: �'/ 1 1 } 1 FDC FIRE HYDRANT ` �rYC I I �" oi 4V �,c Y 1 1 I I FIRE DEPT. CONNECTION ,,, n I a P S, ° `\ \ -� ._.._ I ll I / 1 11 I 1 PIV ,.._ Aill�� ,. / a a i`_��:5 S, ,,A 4 ° p'♦ oma, / ` ' 1 1 I I DQ POST INDICATOR VALVE ,� Iaa GISp .�\ 1y //ms's sF?, .�. sFM 7F`� �` I ER ELECTRIC RISER a 0h �. • -SFM 2 TEL a _ (ABANDONED PER sp a Poe G 1 VE ELECTRIC VAULT 1996 PLANS) ,� ' •• ` f '�1 / 1 //'\ i, sp +\ 1 - / 1 B ELECTRIC BOX 41144kA C► �� I� BORING B-1 +` /� / �' ��° a ° G J ° , _,.. 4 /�/ LIGHT POLE . a .0 �� / \ GROUND LIGHT 7.,// G % c. ,v j, '� oma' poX GV ` `\ p N Co..\ ,1 �� ;: �/ GAS VALVE /c-, - CO O / �� -- GF GAS FINK TR TELEPHONE RISER � ` \\\\ EXISTING `. i / / � I �� o \ / N O&M BUILDING / / / VT TELEPHONE VAULT / i ,ti / UTILITY POLE / I • o/c�� UTILITY BOX 4/ / / (11 • , • / I• UTILITY VAULT 1 i / p i , / "41G%� \ �� UTILITY STUB UP / O V / 1/0J. �/ /7' ss ` N ',1 * 4i ' - o I� N `:� I 6? UTILITY MANHOLE 0 / i / • - cn / �►,` © ,4 i �- SIGN / '7',�i , Pit s- < < o DOLE / I. • \ \ p \, Q POLE , 1 ';:s / / Or / SO --.. ''''''N \ / or L, GATE POST cil / / - / s �\\' 1� '� n iii ° A } � 1144 4t �/ / /� / �• \s _ � — \ � • �'' �' /, Inc, 0 MONITORING WELL �/ / sp 131) ,41etk t /r, / ��/ . j� / \ � �� ,, , Ir. "'� BOLLARD ° 4 U \ SO ' 4%, /, , \ , • / / .!7' / HANDICAP PARKING SPACE w �� lig � 1 /�/ , // / , :,. NOTES o c� \ / CONCRETE o \ - s r l �; 1. THE COORDINATE SYSTEM AND BASIS OF BEARINGS IS NAD /34,, \co,. ,V' �� , / m �� \ f n� 83 (91) STATE PLANE COORDINATES ZONE 3601, OREGON 1 2 // / -J �c' Sp m FA I,PR r- /f/ " °`'y NORTH. HELD PUBLISHED VALUES FOR THE WEST O DECIDUOUS TREE � /s \� , Iv ONE-QUARTER CORNER OF SECTION 14, T2S, R1W, WM, U / Joh \ s s� \ / �`p ��R �� i. rz�? �+ + — w KNOWN AS GC 022-005, WASHINGTON COUNTY SURVEY 2 4,T / o / \;, f O . /� RECORDS. FOUND BRASS DISK AS SHOWN ON SAID RECORD o --EVERGREEN TREE �_~� � ��\ \ O ' I 7Ppi �1 / W ,� �, �� (N: 638998.990, E: 7620488.858). HELD FOUND BRASS DISK w , s o �, tia, —157 -- KNOWN AS GC 022-060 FOR BEARING. ALL COORDINATES .� � `\,� A ' 4 " N �` ARE GROUND VALUES. •, \ ' 1 :rte C9 o I CII Co 'A O � // 2. ELEVATIONS BASED ON A FOUND BRASS DISK IN THE TOP OF OH OVERHEAD LINES 1 1 0; \� � o / CURB PER DURHAM FACILITY PHASE 4 EXPANSION PLANS BY • rS6 �� SS UNDERGROUND SANITARY SEWER LINE 9G\• • ..... L /7/ , MWH IN ASSOCIATION WITH SQUIRE ASSOCIATES-ENSR �° o� 1 \ N � \�\ INTERNATIONAL ARCHITECTS ASSOCIATES INC., DATED so UNDERGROUND STORM DRAIN LINE � \ '''.._ / / 2123/05 AND SUBMITTED ON 4115/05. ELEVATION OF SAID w UNDERGROUND WATER LINE L so so = \ n BRASS DISK IS 156.24', NGVD 29. E UNDERGROUND POWER • \ / G UNDERGROUND GAS LINE \ \ o� / ! 3. FIELD SURVEYED JANUARY, 2016. / r• U -...4,.) J\ \ ' so so \ ` \ \ D x x x FENCE UNDERGROUND NOTED LE-COM cfl So c .7.11.11 o� UTILITY STATEMENT EDGE of PAVEMENT Lo c, C� \ \ BRUSH & TREE DRIPLINE .� Lg\" THE UNDERGROUND UTILITIES SHOWN HAVE BEEN MAPPED �\\\\\\\\\�� BUILDING FOOTPRINT LINE ai /- - So •�\ - 1/ FROM FIELD SURVEY INFORMATION, OBSERVED ABOVE GROUND N F �� \ ` RE REUSE EFFLUENT EVIDENCE AND GROUND MARKINGS BY OTHERS, AND EXISTING a FOR INFORMATION ONLY J s6 N. '' ,� °� DRAWINGS SUPPLIED BY OTHERS. THE SURVEYOR MAKES NO SPM_ SFM SANITARY FORCE MAIN (ABANDONED) u \ \ sp \ \ ° / �• GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN IRR IRRIGATION MAIN aa) SURVEY PROVIDED BY: �xC� � % n COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE WESTLAKE E CONSULTANTS INC. / / / ' OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT PACIFIC CORPORATE CENTER \ \ . / o� \ ///// THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT 15115 S.W. SEQUOIA PARKWAY, SUITE 150 '47 \ LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY U TIGARD, OREGON 97224 SD ----- / ___.-- ARE ARE LOCATED AS ACCURATELY AS POSSIBLE FROM .� PHONE: 503-684-0652 • �,� INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY _o. FAX: 503-624-0157 �, ; SCALE 1 INCH = 20 FEET • 0'Ii s LOCATED THE UNDERGROUND UTILITIES. 7 SURVEY DATED: JANUARY, 2016 " a� / frli - , 20 0 20 40 ORIG PROJ NAME: SHEET TITLE: SHEET: 7 OF: 201 DWG#: 0% O DRN: LP M DATE: CIVIL DURHAM O&M CIV PLOT < ' "S mwa architects 1 1/7/1 7 DsN: DWG#: THIS BAR IS ONE INCH 2 1118/2017 BID SET • BUILDING EXISTING DATE: O� � GleanWater Services C042 70 NW[OUCH STREET ,� O CHK: CAD FILE#:0006-EXC.DWG WHEN DRAWING IS FULL 6/22/2017 REVISIONS SUITE 401 REMODEL CONDITIONS PLAN N Our commitment is clear. PORTLAND.OR 97709 111 SW Fifth Ave.,Suite 2500 PLC#: NA SCALE.N. 5/19/2017 100%PERMIT SET P 503 973 515T Portland,OR 97204 F 503 973 5060 0'503.227.3251 APPD: SCALE: 111=201 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 rewAARCHiTeLTs.roM F; 503.274-4681 PH 2 CWS 6687 www.kolr.com PROD#: I N01'35'36 E I " QS _J�' .1� - 0 N n--1---- 1 � �S SHEET NOTES 1 I . .. . - ._.-------. 1 - - --=- --'- I _____,__gin - inn - - _ $D SD �"� 1 AGE WITHIN LIMITS OF DEMOLITION - -=-_ 4 SD SD ■�n SD �� SD - 1 ■�� SD ion SD�i 5D__-� 5 _ _ .. CONTRACTOR MAY ST / :iv-e:;..-7.2-7/A .. 7. - , F ;47-..,. . ,. , •' a �,�c y-.7. .+ �� S �— tel- _ __\\,,,,. '1 / v 1 / ,sr��_ ,S / �,�,7,� _ f-;E+� I• r, �, SSS SS SS 1 ss ✓, S ss ss -ss ss ss SS ti. - .. ,. J / �tx . �?�•' J -J r \ -'� — �� X11._ � — J s" STORM (ABANDONED -1 `� -� 2. WITHIN DEMOLITION WORK LIMITS, REMOVE ALL SITE COMPONENTS /j + ' _ r „*r�;G' 1 , �� . 11 UNLESS SPECIFICALLY CALLED OUT TO BE PROTECTED OR / / �i,�` =r- � � `+1 _ PER 199fi PLANS} O J I [ O'- 11� / 1n/ '�� . M __---7\----7-— w ""� „ -/r►� x "x .� x �"' x " � � � x W x Wx ` x W x X �x x � �, SALVAGED. — F -- ` �,/ �ti ` W _ W _ .rte �.�i ��' _� J ,,' �•-- war .� - ------ rw ----- 1�--� -. \'----m..- - / / -0,. PROTECT WATER x �x .x x x x 1 _ 4.i'�` �► r r / \ <',;w,. is � f-V',-. . *.i. ,� ��`�ft '-�_., '!�+ VAULT f 41. - 4#4' .� 46 / C \ 26 ` �,�� / �� 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE / ` - E a�=-ti /�i — _ 2$ r to,� ♦� r,q ! V�ti m ,a) . _,...} CONTRACTOR. -- `ti — �� - �yr �,e; ♦�� / /\ , 4 � _._- r -- ----41'------::2---- �; � � �� '=� — RE " ` ' I - `` 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE � �_ RE =WARE R� RE R .-_' LRErdi 'r .r_ / �~R E -r� a�a� t RE R E =1►�. �'� sFM SFM_SFM_SFM SFM_SF SFMMEI SFM SFM SFM M_s�yl SFMPROCUREMENT AND COMPLETION OF THE WORK HALL BE SECURED may, I! M SFMIIMMI W SFM SFM 46 SFM SEMINN SFM :FM SFMEli SFM �� - '+Y.-.� J�►*�+-_ / -0 /( / I 1 I BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 42 .. - IRR �r I •?R I•. LI`. IR � <►��Q IRR IRR IRR IRR IR" IRR 1 I I I / IRR , IRTp I R ( � Z 29 co 1 I l j . ►w-��•�. ! 1 I I 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE / 'Jr1 FM FM SFM SFM SFM 11 / I 1 1 SF SFM _S , SFM ME SFM -FM S ilSFM S M SfM. y_� '4,4 --- / • ,,.►� �> Nib, _a �� r.._ — 1.4 1 1 I I N ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING `� 2"TEL ABANDONED 42 /' • . �! ► 1144 �• �1��'� \ / 20 TYP. r e 1 \ / 1 I DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING \ .��o..,. a ♦ ♦ 1� �♦ s 1 I AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF "To_ PER 1996 PLANS} �` ��*A��_ I>/�'��j ��jl�� 42 Y `�• e 'moi -- ,j . ��' s, ►jr ��r k' ��...'`�#._, ` ► , 1 I 1 ANY DAMAGED OR REMOVED MONUMENTS. (�I — — �— Os Ale: �e'�i��h� ��,�� ►.� I 1�♦ I��♦�Iu,<\ 1r`` 4, x j , \_ s rte' �� . ♦ `�� %��j��< �� / / • '1'�� „w, ' as �� +��`!�� tr:r ♦• � 11I 20 TYP. 1 �� 10.4-�.A-1 s 1� ��`A��V►4,44 �+,'►0. 44•4"--..�;��%1��1�♦ 26 1 11 I l 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT �� 'r*- .�A �� i �. �♦� iVV. � Y� `♦ :�` �� 1 1 I I OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, - - -, � �A��A� �� --1 � r'M��irA�I �- ��:��`:l��1 #� PARKING METERS SIDEWALKS STREET TREES STREET LIGHTS, / .,�� i♦* �� 1`11 ,�♦ 1/4 - ;i 4, �1t so , ��Ir� 1 / SF ,�, SFM l sFM SFM SFM 1 w+i� w`► �!► til �'►�� '�� — �� s��►`'�'��i,� ' ,` / ;�' 1 - ` ,♦ „ ��.. ., ®o � 1 / CURBS PAVEMENT AND SIGNS. CONTRACTOR SHALL BE *. 1 °��7 :y X11, • ♦♦ '� L �� .��►�. 1 RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL O s '-•mo# . 7r� G `� ♦ \ o �4 �ik.�a`\ •` 1 1 CONDITION. ♦4I •i�1�(••!N•ri`�I w SEE SHEET C301 FOR f, rv� �'�A . 25 ti > / c) ,'.��4 Ii u, UTILITY RELOCATION �0) ' `..,,,44-4 47,4.r ;� i � / - / liv � ��`a ` , ��+��` WORK IN THIS AREA •rN � �l�l `r �� '�� + � Qa ,`� ��q��`p5,��,!?��h i/ / / 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER ♦S�►.h1 G r' �0�~`�� ;+�r��,�- `�*� ' , / ' , / / FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM ,� ' 44' PROPOSED ADDITION �� ,��f r ,�f fi0 l / DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, /7'.- OUTLINE, SHOWN FOR ,.- . %�y�,{� ., •� o( „ - ,,,,,' � o� • / UNDERMINING, WASHOUT AND OTHER HAZARDS. 7.' C REFERENCE ��,��Q*��l� �,,. .- •� .,. /N ` -PROPOSED `�A.41p&4.tA\ 4`'~"'al '0 o — - 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. : - CONFERENCE BLDG1:, ��ti ( \I - / �� N /' /,l FOOTPRINT / I4� EXISTING ��` - �I I / ' °� 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING ` '4 • / 1 e I \ THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF • c) / O&M BUILDING RELOCATE EXISTING o� i ! •,� �/ / DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE \ 0. � y 0 ELECTRIC CAR j / CONSTRUCTION ZONE MUST BE KEPT CLEAN. t / CHARGING STATION. / / \ / / SEE SITE PLAN / J 0�bc\� / `� r _ 10. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE cr �, / / V.) • / u1 . 1, ), , 7.. 7 ABANDONED SHALL BE PLUGGED PER DETAIL 1/C100. o 0 (en i .� 1 \\ ---- A ► �,/ i / / / r o� © DEMOLITION KEY NOTES / / �►• 1 © .4„ .„ i.t... , 20 SAWCUT LINE, MIN. 1 OFF EX. CURB OR WHERE SHOWN ON C20X / T / /941, s- ��` sO ��. PLANS. I / / - 1/ 1. c( / ' :5 • / co o 21 REMOVE CONCRETE CURB. \ 22 REMOVE CONCRETE SIDEWALK / / '•;"- -3 • r� � • \ o�' FIELD LOCATE CATCH :. ��cn / f / , s°o //' ` i BASIN AND VERIFY • ‘1). / % /�,� �� s TIE-IN. POTENTIAL / �/ i 23 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE. i / / �� ,z REMOVAL POSSIBLE o / so r� 'Ff V it • / i / v 24 REMOVE CONCRETE ADA RAMP. //A4441 / / .17,7 (,) /, / � �� sow • ��/ / / 4* ' ' ‘qr 62/ , ,/ / 25 REMOVE SIGN. 95 ❑ tit �/ 0 1. // • `. 26 REMOVE STRIPING. &: , o \ s° s `. 114kit / \ r � 27 REMOVE EXISTING UNDERGROUND ELECTRICAL SERVICE. CD \ �� so \ :*::/i*P/C) l�R CO►•. �' 6? if 28 REMOVE CATCH BASIN / / \ � - ms`s\ \ � ` pA 4R c› r XN � A- � -- ---.. / so ----. / '.` R / o \ ______ // �' i 29 MONUMENTATION (BRASS SCREW) IN AREA TO BE 0 \ 1.<-/ of I //' ( ! RECONSTRUCTED. SEE GENERAL NOTE 7 ON SHEET C001. N \ so ` _ so I f A ,< -157 — 30 NOT USED L J L A ,' * . / / N\` 1 'g% a \ 1 ,•�; _ /� i` = 31 NOT USED SCALE 1 INCH 20 FEET °° 1 O ` co o 3lie2 REMOVE EXISTING LIGHTPOLE 1 2 _ 9gti� 6 20 0 20 40 So .) / � 4 6 , `� rfq aQ O I N 4.\ 1140 , !FILL PIPE WITH CONC. 1' •o / XMIN. INTO PIPE �� s s° ` - SHEET LEGEND PROTECTION KEY NOTES \ \ \` \ \ �` / / - UTILITY RELOCATION WORK LIMITS, SEE SHEET C301 40 PROTECT CURB AND SIDEWALK. PIPE TO BE o U ABANDONED \ \ so so \ \ h``� ` c� i — — PROPERTY LINE 42 PROTECT UNDERGROUND UTILITIES. o So A �� p c \ / / DEMOLITION/WORK LIMITS. SEE NOTE 2, THIS SHEET 0 3" \ ��\ — --- -�-�- — 43 PROTECT TREE. oi. \ \ (SHOWN OFFSET FOR CLARITY) LF so `` • \ — — --- — — SAWCUT LINE 44 PROTECT MONUMENTATION. / E; O �� N .`\ �: 11 / / cy /� ; ; . _, • "::. \ � \ \ 0 45 NOT USED o. ;: . , .. 3" \\ s° \ \ Q , / / / / / / / / / / / • REMOVE OR ABANDON UTILITY LINE IN PLACE :..,.....,.. :isi , , N A w + \5 / � ' REMOVE TREE 46 PROTECT IRRIGATION ZONE WIRE. IDENTIFY CUT IR` A ION LINES 4 PACKING MATERIAL TO • _ 1 / WITH A 2X4 STAKE a CONTAIN CONCRETE 3" f ' o� //' — — --- -- -- EXISTING GRADE CONTOUR � / _ \ / .1.,' 47 PROTECT FENCE NT< � �� REMOVE CONCRETE OR AC PAVEMENT 0 SALVAGE KEY NOTES SO ) 60 SALVAGE EXISTING LIGHT POLE. RELOCATION SHOWN ON SITE PLAN. SCALE: NTS \ ° D PROF 040a/2o18 77 , / i i . c,,,1 ORIG PROJ NAME: SHEET TITLE: SHEET: 8 OF: 201 DWG#: �' 69427 �� 9l LO DRN: DATE: M DURHAM O&M CIVIL VD o DSN: DWG#: mwa architects PLOT 4/3/18 DIGITALLY SIGNED THIS BAR IS ONE INCH BUILDING DEMOLITION PLAN DATE: OREGON co CleanWater Services 70 NW COUCH STREET C 10 0 -;E:-.r, 9, WO, CHIC CAD FILE#:0006-DEMO.DWG WHEN DRAWING IS FULL 1 4/9/2018 PERMIT REVISION SUITE 901 E, PORTLAND,OR 97209 REMODEL PLC#: NA yU -�� N SCALE. Our commitment is clear. 111 SW FiRh Ave.,5u to 25{70 } 5/19/2017 100%PERMIT SET P 503973 5151 A fr r� Portland,OR 97204 ^! A. L�V APPD: SCALE: 1'1=20' P503973 ITEC060 O:503.227.3251 M DESCRIPTION 2550 SW Hillsboro H Hillsboro, Ore on 97123-9379 MWAARCHITECT5 COM F:503.274.4681 CWS 6687 REV# DATE DRN APPD 9 www.koff.cam P H 2 PROD#: ! EXPIRATION DATE: ayy��3yt/ 18 uC—N j -- ---- - -- GENERAL NOTES 4)1 .. 1 + �.l� _ _ I ._. _ 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL. ---1...7 . } ..r I �` .fir _!r�-! ti.{� I .1,' •.l�1.J __ l_ = I �._ 1 Ir , o J / .trr r��''" �~ f ~ -- --- J / I 157.10 TC 158.43 TC 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER / A. I +��. 1 ati �.:� _-- J _ -- f DETAIL 91C401. / ��rp I y` f - -r I 156.60 TP 157.93 TP o i r _ ,� ��\, I j!�I� j�� f K —r 154- _?C X -� X `$� `X Xt �. -X .- _ R` X X X x-�-i {MATCH EX.) X i WW 1# X - 1 ) to /- — / / — *.: Ile Ujr-LQ`jr-QY ylb I , • ., 0 , 0 ru-3) o mp''op- ..,11. 4 _ po --i ‘c----[ Y X -XXXxX Xx X XX X XXXX X X X x X X X xx xX x X X X taa° �°1.1 X x X X X X X X X X X X X x X x � E-� - 1 - . '. OP �/ 9 5 �,. N=639997.01 m I 1 1, I 0 ' •11!07.**•� / 5' E=7620561.96 I .CO . s sig • _ i NEW I 10 19' X CONFERENCE BUILDING 1 m i1--- �� ---r�X�X� 15.4' R3 • CI4 4Il L . _ _....._ , _ TCDTYP. eilfil------ 156.75 FF } . 9 • -fi. EXP: 3 10'x18.5' 3 95x18.5' 3 9'x18.5' 0 -R9 ' . ' STALLSSTALLS ( • R4.5' I X7.5 -.1 • • I = . '6 •- - _ = 9 � 1 MECH. PAD. SEE ARCH. PLANS 30' 27' 27' ° 12 6' 24' I I'�.• __ - _.. _'. .. .' . . . • . ' _ . 32.4'•• -• - . .- . • . - . . . ' . - _ . . , I N=639982.96 , ,_ R9,• E=7620604.09 V �' 9 .6" EXP. . • - '. .: . .: ' . . , R5' CD r,„„.....„,„,::„...,.., pir IN :.,:::.:7-.1,....v.:-:-.-.7R.4.;?-6i;-.7.,,,47:vez,:.f,41,1.„tan,got 4„, . • - ... 6' /1".440111110 00 .--L® ' gg g;ii I M . . . 7 . 40, -11. ,- . 0...ME . Q METE III fr- 44( e' .III iii ®41 ® 17,2' op Al\ / ,. . a. 4 .. A & 00*, .. . . • ,-.. 4 m knorrli :. ...„ ,.: 474/ , ., .., • '-'''',, rillIll.IIIIIIe fa 4C ' / IS / 7' .N 0 .0, ° a n h A n • 0 9' d / / 0TYP. 4 \. ! ,` 1- . ei156.80 FF ��-W b , 4. 4, . . . 44. . R103.5' (10 /6 0 ® � ° ° ° ° 110 ----,Arii. --, s4%,,, ' , 18.5' , , I / m P. m 0 \ ,,, \ 156.8 FF \ 5" 4111kk‘ // . "VAN"156.8 FF I 0 011 4 ' ''',6? / „„,.. \\ .. ,, \ '' -''''`.4. /frN\ '7., . i ` TYP. O , ---.. : . _..... ..1CI),. \ \ -,,,....„ Al EXISTING ,( .' 4101r. , ._ / 156.8 FF � , '�,, � � ��.� .�,,,..----_,/ ,. �RELOCATED O&M BUILDING co 4 . .SCALE 1 INCH = 10 FEET I \2ii! ELECTRIC CAR Lu 1:1CHARGING STATION N 10 0 10 20 �0 SITE AND GRADING ENLARGEMENT KEY NOTES \ .::. :.:. :. .- : .. ----: --- o 0 SCALE: 1" = 10' O 1 SAWCUT LINE • _ .; . .: . .: : . . • ySHEET LEGEND • •o - - 2 STANDARD CURB 4 \ - .. .: .:, • . a CI POINT TABLE Or POINT TABLE PROPERTY LINE \ , . U - 4 WHEEL STOP . . . - SAWCUT ! E ID NORTHING EASTING ID NORTHING EASTING GRADE BREAK N 5 CONCRETE SIDEWALK011 R12.5' IN a 1 640124.80 7620680.39 - 49- - EX. CONTOUR MINOR °' 6 640048.17 7620631.11 �. -50- - EX. CONTOUR MAJOR 6a ADA PARKING STALLS AND STRIPING \ a m 49 CONTOUR MINOR (FG) 6b "NO PARKING" ZONE STRIPING GENERAL NOTES M 7 640038.58 7620626.86 50 CONTOUR MAJOR (FG) 913 640013.82 7620580.97 6c 4" WIDE WHITE STRIPE 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL. E f 14 640015.78 7620578.24CONCRETE SIDEWALK OP 6d 6' WIDE CROSSWALK STRIPING 6 SIM. 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER 0 0 DETAIL 9/C401. 7 ADA PARKING SIGN 7 U STANDARD ASPHALT PAVEMENT0130 0 0 8 DETECTABLE WARNING 8 GRADING NOTES o o 4 ' 2 9a CURB RAMP - TYPE 1 1 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 4 d CONCRETE PAVEMENT vf '0 9b CURB RAMP - TYPE 2 12 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. E o a 9c CURB RAMP - TYPE 33. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES I FOR BUILDING AND FACILITIES (ADAAG). 0 10 FRENCH DRAIN, SEE SHEET C302 FOR PERF. PIPE INFO 4 4. TYPICAL GRADING AT LANDING OUTSIDE DOOR: ar 11 VALLEY GUTTER RETROFIT TOP OF CONCRETE OUTSIDE DOOR = FF ELEV. MINUS 0.02' '5 40 U SLOPE AWAY FROM BLDG 1.5% MAX. 12 CONF. CENTER CANOPY. SEE ARCH. PLANS a 13 PLAZA AREA, SEE LANDSCAPE PLANS \c‘p,.) PRDFFs 10 17 .1j �v <fa C,1 ;If: iaV DRN: ORIG PROJ NAME: SHEET TITLE: SHEET: 10 OF: 201 DWG#: DATE: DURHAM O&M ►n DSN: DWG#. BID SET mwa architects CIVIL PLOT 1117117 DI• �,•:E •, +re >` THIS BAR IS ONE INCH 111$12017 r C1eanWater Servicesilir 70 NW COUCH STREET BUILDING SITE PLAN DATE. ,�� ,u` �, zo�� \Qc� CHK CAD FILE#.0006-SITE.DWG PORTLAND ENLARGEMENT r� A 1 N WHEN DRAWING IS FULL 1 6/22/2017 REVISIONS 70 NW 01 2O 1 Our commitment is clear. CR 97209 111 SW Fifth Ave.,Sone 2500 REMODEL PLC NA yvQ �� - SCALE. 5/19/2017 100%PERMIT SET P 303 973 5151 Portland,OR 97204 „ , ___ F 503 973 5060 0:503.227.3255 CWS APPD: SCALE: 1"=-20' REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCNITEC75.E0M F�50N3k2R7�4�1 PH 2 PROJ#: 6687 EXPIRATION DATE: 11l/3f/1$ II / \'--- .- - ' '-. ."'. -...., _.-___,...- -..--____ ....„..1.,\7_,„ ....----- ------ Q....____ s... k 459*4111 I Millb, .---------- ___-•----- ,----- ...- AdVig---strwrr---1( _ II6 i 0/ . - _____- ___ t o- c_ / 40W ''---- ----- - ''''44.11b, 1--. ______ / .'{� ___ __ ____ , `� -- �� ' _ ____ f �] / ' -- -- _`� `� �_ ___ f „ 1 �� \ (MATCH EX) / / �- y 154.50 FG - 156.54 FG - - f -- �,�4 J J x - �x x x x x x x x- x x x x x x x x x x x x x �c 41x x x x 154.97 TC 155.68 TC x- ,.i�1� / f J - r 154 5 - -e-a-s� / 154.47 TP 155.18 TP ' F• ; - _ -� 156 8t _ • • r`�`��',� � /� I ------s, x - X x - x x x x x x� ` 7 (MATCH EX. -- - - � _ I ` :T - I-- L��`i�� / x - x x X J / s / / 156.70 TP 156.57 TP \ • 155.51 _ ..�� -- �- -� r _ / \ / / I.fir 6°�°• (MATCH EX.) --1011 II -.. .;4-... to \fa.- . ..) i, _ / _ _ _ _ NEW ; I � ' ' ' _---- ----- / 155.50 TP ------ 1 ' 154.06 FL • \ _ I / f �- 1 / (MATCH EX.) _ i CONFERENCE BUILDING 156.49 TC • • _ --� J / / I n,� 155.99 TP / -' ✓ �/ --x_____-- ----- ) f f 156.75 FF 1 - J f ------ f f s r i / 6"SCP,;3`YP.. • �scS. .ITCHEX.) / -154.74 FL 156.47 \ (MATCH EX.) ---- 156.48 TC / In'` / °°° \ / -154.99 TC r I 156.36 155.98 TP . v 154.49 TP r 1.5% 7% - , . 156.19 TCITP . 156.34 TC ' 156.42 �' • . • ' ' • ' 156.07 TCITP I 155.84 TP , 156.60 I . _ .s.... /. . . 156.04 TC/TP •' ' 156.56 . . 155.21 / 156.73 156.73 o ".EXP„•7YP. ' 156.38 TC (MATCH EX.) 156.73 TP 156.73 --- 155.88 TP ' 156.73 o ]J - ' .- . 76- . ' •• . • ' . 6"EXP.,TYP. 156.69 ri - ' 156.48 FG ' 156.67 156.60 156.60 - \ _ FIN / ; M. -�� la o °�° . -/ , , 156.7i 155.38TP :� jv 155.41 TP in 156.66 TP ( • in® , /O\0 l u • . \° ' ` 0.8% \ 156.69 7 , ■s . j aP ` / , 156.61 ( 156.49i.,, 3i o r o y ° �'0\° '" 155.35 TP r , o0 o ti. �� 7 c co 15 S I . 1 , ,I, ®It; I I--1 1 156.52 . f 6 B Illi * • 1°- • I' �� 9,�� / ° a ,a ° f�- Z?::, \ Vii• 156.73 / o °\° a o 3 154.92 TP 's ___ 156 45 156.54 ae �, \° °\ \ h °\° e u) I -- -- -- 0 1 \----- co . 156.45 '-' ,,,p so ^' e + o`� .._,:lob, �. : \ / 156.67 ° nc ° ' . • rid chyy °t� �� ° .a e ,3 Cn �� ' 156.38 RIM /r= 156.59 00 156.18 TC • ° 155.32 TP cn , ' ° ` 13°1° \ x' t- 155.68 TP e "' °a ° °\ 15fi.30 RIM ' 7 4 156.74 ` '� 156.12 TC , °\ a 156.78 TP ' , h Q 5.; 156.78 h o\o '��' 7 '' ) 155.67 TP • 49/ h 155.08 TP 156.69 1 x ',, 156.40 RIM ° p ° \ 156.40 ., 4 ,, 156.80 FF �a h �` 155.65 TC/TP \ _ - 156.34 TP 156.39 TP x f. 7 156.78 TP ° r a 156.78 •e% / ° . . - -�-, �,�� 4/ �.X 156.26 • •. a 156.08 TC .. 0 ry \ I ;. I °•.\° ``, 155.81 TP r'' ` 156.47 ,. 3 f7 2 156.53 TP ',� spa F 156.17 TCITP 8i \ 156.10 TC 156.60 TP, ,3 _ -'':' %'' \ '\ c; h ` 155.60 TP as " 156.58 TP / \ �� 155.73 TP ` 7k,� {y` � , 0 156.36 TC '' *. '� �� ,�\° 0 156.78 TP � s �. NVI9 lir 156.78 TP 156.8 FF "\ 156.15 TC/TP °\° 155.86 TP 156.60 TP ° \ 156.8 FFtt ,.„ 156.75 TP44 \ 1.4% , �. �' v\° \?r� FIELD VERIFY BLDG FF AT ?r w rr. 1,..r \ o ".-.:44- ::: _., \ 155.84 TP _.,.. ;F / DOORWAYS PRIOR TO ' .. \ 156.71 TP CONSTRUCTION. NOTIFY ENGINEER `• -�. 4 IF DISCREPANCY FOUND. 0°1° . ' 1 -FIELD VERIFY EX. BLDG FF AT \ �� -. ��1° . \ `y . • DOORWAYS PRIOR TO -'''• _,, -156.80 �� \ 156.78 TP CONSTRUCTION. TOP OF PAVEMENT 1.,-.- , EXISTING / •v' � �� TO BE 0.02' BELOW FF AT DOOR AND '>;.4 ill ' GRADE SHALL SLOPE AWAY AT 1.5% ,::" '�'>�� , I ` ' 156.8 FF co FOR 5MIN. 4or . 156.78 TP O&M BUILDING (31° - ' `i'r' 155.8±- l1J �� °x:` '\I (MATCH EX.) I- . .,_ .„, �. SCALE 1INCH = 10 FEET .. • �. � r° 16.32 TC . _ o155.82 TP . . .. . • . . - - o it- 1� 0 10 20 4 \ .. . - / \\ k\ \ y ° .1 1 : 156.31 TC . - w _/- 0_ a � .,,. 155.81 TP . -'- . SITE AND GRADING ENLARGEMENT / ar U SCALE: 1" = 10' _,,, lo E SHEET LEGEND GENERAL NOTES R / rx ' le 156.45 TC ` \ t _c - - PROPERTY LINE 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL. 155.95 TP / 6 - - SAWCUT 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER Fa GRADING LABEL LEGEND GRADE BREAK DETAIL 9/C401. O - - -49-- - EX. CONTOUR MINOR -50- - - EX. CONTOUR MAJOR GRADING NOTES a] CALLOUT DESCRIPTION -E 49 CONTOUR MINOR (FG) © X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) 50 CONTOUR MAJOR (FG) 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. U 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. c CONCRETE SIDEWALK 0 o SPOT ELEVATION 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES a DESCRIPTION LISTED BELOW. NO DESCRIPTION FOR BUILDING AND FACILITIES (ADAAG). „ MEANS TP OR TG • 1 'Co" STANDARD ASPHALT PAVEMENT c 4. TYPICAL GRADING AT LANDING OUTSIDE DOOR: TOP OF CONCRETE OUTSIDE DOOR = FF ELEV. MINUS 0.02' a BW BOTTOM OF WALL EG EXISTING GRADE ' • a 4 ° ° CONCRETE PAVEMENT SLOPE AWAY FROM BLDG 1.5% MAX. n FF FINISHED FLOORa .5 0 cp FL FLOW LINE O G GUTTER 4' HP HIGH POINT 5 LP LOW POINT U RIM RIM OF STRUCTURE TC TOP OF CURB x TG TOP OF GROUND aTP TOP OF PAVEMENT ��X U PROFS 10/10/17 - / ,�. i 1:1- ORIG PROJ NAME: SHEET TITLE: SHEET: 1 1 OF: 201 DWG#: DRN: DATE: /" M DURHAM O&M CIVIL Dia. • . ::�;re to DSN: DWG#: / mwa architects PLOT 11/7117 �' �_ THIS BAR IS ONE INCH z 1vs/zo17 BID SET Services BUILDING GRADING PLAN DATE: `�O �o� , oti QQ' CleanWab2r Ser /iVes 70 NW CONCH STREET 4 10 0 CHK: CAD FILE#:0006-SITE.DWG WHEN DRAWING IS FULL 1 6/22/2017 REVISIONS SUITE 401 ENLARGEMENT A. 050 `` 202 tiG N PORTLAND,OR 97209 REMODEL PLC#: NA Q SCALE. Our commitment is clear. 111 SW Fifth Ave.,SOW zsoo 5/19/2017 100%PERMIT SET P 503 973 5131 Portland,OR 97204 F 533 973 5060 0:503.227.3251 APPD: SCALE: 1"=20' REV# DATE DRN APPD DESCRIPTION 2550 SW HIII5b000 Hwy. HIIISbafO, Oregon 97123-9379 MWAAR{HITECTS COM F:503.274.4681 PH 2 CWS 6687 I EXPIRATION DATE: 12/31/18 II www.knA:corq PROD#: C c ' NO1.35 36 E I Qs a ��, '��--k _\ N v �� Qs SHEET NOTES i O1 - - _ ._. cn - -S n Sp - D IIIIIIIIII�s 1 UTILITIES SHOWN ARE FROM 1995 O&M ; _ - . _. S D �� S D �� S D � S D — I �� S D �■� �D �..5.17.-ri�r�� `tr��- -,��,�...�..-._ v �Ill�s�b .,-._.. . -�--�-- - - -- MOST UNDERGROUND L._ ___L______7\_ I = _ _ _ ----\\- _ _ _ - - - BUILDING UTILITY PLAN SHEET G 7 & E 2 AND SHOULD NOT BE _ ASSUMED TO BE COMPLETE OR ACCURATE. w I t5 ,.yi�i;1�-"=rte• ��_?E, [� / - SS r SS_ - SSS S5 S SS S, SS `J I SS 5S 55 SS SS SS J / r:tirf� l 40,0,,• , — r.� �'�IP r- -- — J J -- �1 OH OF - OH 9k� G ` � �� / NILI j 7 iia►li' r� / f- r 7H OH�_ OH H ` o r. / 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE zZ, �� 1 CH �H '1` 0� OH fBli W / 1 W _ W — _ ` X k o A' %i`' • — x x n CONSTRUCTED PER DETAIL 11C402 / y/ / �t�. , / i �,,. ,�r� r — M�� 1 �� In -� _ -,1 - X _ X r� . • --. X _ ' MIA w w- / \ Z / ��.a �;✓��jrGi��/x _ rx r .x1 I X _ ___ j I i 1 C I C�! / \ / �_�;�� _, �;��. y%�/ _ f NEW ti 1 / ♦ 0 / c •1! 0\. 1-•-# � - �) 3. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. / `N..< -, ryJ� �� /� CONFERENCE i�"c/,' ) I ►. ,n �� I. �1 1 ��' , �\ ,I.•\'' 4 W •- _i 4. 6 IRR & 24 RE LINES TO REMAIN IN SERVICE BETWEEN MAY 1ST AND —1— ----� �.�: BUILDING �_� I \ , ZOCTOBER 31ST./ _ �— _��R E ■�„"Nei .s - R R E R E ��.....r�. 5 _ r r r _ �r ` �� 1,—..... ....... . ~E y ��' ��: s s; 11 .� SFM SFM 111.1 •Fu' `=7i sFM_SSM s; M sFrl •F SFM SFM M sr/ SFM 5. MARK ENDS OF DEMOLISHED IRRIGATION LATERAL LINES WITH 2X4 SF .,ir M SFM FM SFM_SFMMir ' ' ii /( I I I } STAKE. G1 �I IRR IRR 'R "` `v;�' la Er f I .;, /,, IRR \ IRROIRR IRR IR� 1 IRR •\� �c,'il x,;11 1 I I I I / 47 / , � � ` - � � � 1 / I I I .. sFm: !-� M SFM sFM SFM ff 1 I 6. PROTECT IRR STATION WIRES. SFt�4 SFM _SFM SFM _SFM I a, � ••,..,\ ' _ I ,,� ► E f _ ,>,11714444 l g. • •rIl y ,, 1 , I I 7. ALL IRR & RE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED < — - 9-- r ---1-. ____ i; — \ f' o� s ?), 'Q I I WITH THRUST BLOCKS PER DETAILS 6 & 7 ON SHEET C402 , • -.) wit.„. ...4...1.7r, ..-..::-.1-iii 1.�,� .‘,,...,.4 %), � / `'� �� I <*�"� 1 1 I I 8. CONTRACTOR TO FIELD LOCATE CATCH BASIN. CONFIRM LOCATION 4..g.1111Ar °' '+-s �I ' / � �� • 'I 1 1 I I WITH PROPOSED CANOPY COLUMN, AND CONTACT ENGINEER IF \ t I' ` / . 4 �� \ _... I / 1 1 THERE IS A CONFLICT. RELOCATION OF CATCH BASIN MAY BE 4.�� \ ,...t.„_6) ��;,. .. � / / -, 40 • �, I 1 I I REQUIRED. ••••,..„ 1 1 ` ` \ \ / ,,,/ �• SF SFM SFMMa SFMMil SFM � :•-__ � � v � i 1 '�� 0 ,ii . '� SO ‘S. �- I /�~� i !:// _ -,lr , SHEET LEGEND —, ,4` �. - ,� I / PROPERTY LINE 4 � �/ III G � -,\ �`r i� \ �i. ......, , /4 / COMPLETELY REMOVE UTILITY LINE G Vi• f. OH,--...„ I N ti`I p it-_,,,,, �,, / % 7`•� 7// , / — UTILITY RELOCATION WORK LIMITS ,:: :::. 7.- ' \ _ _ ' _ _ �'' r - / \I / / REUSE EFFLUENT LINE / ‘1* / r / IRRIGATION LINE � I j i o / J EXISTING , / / / { (9' / w / 1 UTILITY 1 UTILITY °� :'- '' •`'`: //c,\:- ' WATER LINE 44 , / O&M BUILDING / C301 RELOCATION C302 PLAN I \ �'�i / O PLAN ENLARGEMENT I I S SANITARY LINE • A,- ��,.03 % /fAl !'y` j p t4,.� - - - - - STORM LINE 0, ,,„. / t / / N%,< il. ' ON : /61' frt'��/ 1 / , s V' * ,\\ . . o / - �� t o`er FP I / / S v \ `,f` o �Crl . ' I�,t� FIRE PROTECTION T ‘ • / / / ' / ' 4 , ?At sifin._,•,4ik 40 �,�� °� ��— UTILITY LABEL LEGEND ' 1 1 / I. 0( ., c4P 'dr .. . ''''''''''.---.„„ / 0 RD-2 -..... ''--.. c. 1 o / / / / / �� \ / o CONN-1 ,1�� i � 7--- 1 �/ / „ , �/ \/s CONN-2 • �if,7 o �,. . - o� PIPE LABEL �/ / -PROPOSED COLUMN, �� .1\,)) ,. /0.o / / / SEE SHEET NOTE 8 \ }� fJ / so (---- I • ` / ` �� +�� • UTILITY LENGTH cm . v 0 , - • / �� / / / UTILITY SIZE _i N, ),' ,__7 ,s'o ,,ii, �� / \ / o� XXLF - XX" XX +- UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, \ �. ') / /� 4t /j/ // ,q,,'/ / W=WATER, FP=FIRE PROTECTION) C° ti s f o`' \ / `./ S=X.XX% - SLOPE WHERE APPLICABLE F -- ,• _ / / m -.� N ( f ! 7 / STRUCTURE TYPE \ �� So \ �p ISR / o .. y / c� ,/ C, / a /,, \ = �� / N / i' CALLOUT DESCRIPTION DETAIL REF. U � � / so .� 'R , f O X - ___ � �% AD AREA DRAIN 3 �� / �r �� ,:)./ e / B N D BEND 1 '-'o '• :a if -157 — BOV BLOW-OFF VALVE 6 \ � � soa. � so �C� '' . ! Aar /" 0 `� � 4 �fl �,\� ��` CONN CONNECTION V�,j. ►�*`' ' - 1 ,.. CO CLEANOUT TO GRADE 2 so / �� °° a O ` /67 SC SANITARY CATCH BASIN 10 0 C9 � • OI 4�y �� 0 2 9q\' sSED SEDIMENTATION TR 4 \ozi So / �� E ION AP O �� ° N \ �,� /)/;:: /./1.. RD ROOF DRAIN. SEE ARCH. PLANS \ � so so I ` - \�_ c� . -- - .. .\ .,:.,,..::„1„iiiii.‘,_ ,,-,,...... / i,' ; o / SQ A,, v ,p c 1 �� 6 \ �� ` • r � � LGA` _� cii1rF \ \ \ s� \ �\ ; ., % O . - 75-6 :' c , s \ y r °cn ., St \ j ,,,„ ---. / \ - . . U \ so -0 . ---- / / . / SCALE 1 INCH = 20 FEET \ SQ °� I DEQ PROFF' 413118 5--- il \ / 2O 0 20 40 .. G y N e `�we4, - ORIG PROJ NAME: SHEET TITLE: SHEET: 12 OF: 201 DWG#: 69427 Lf) DURHAM O&M CIVIL DIGITALLY5IGNED Q DRN: DATE: PLOT o DSN: DWG#: Mmwa architects 413118 OREGON THIS BAR IS ONE INCH C1eanWater Services 79 NW COUCH STREET BUILDING UTILITY PLAN - OVERALL DATE:CO C300 �, `; CHK: CAD FILE#:0006-UTIL.DWG WHEN DRAWING IS FULL 1 4/9/2018 PERMIT REVISION SUITE 491 O`siy/'JG�' 9' �9��-,z, PORTLAND,OR 97209 PLC#: NA '+ Our commitment is clear. 111swFinnAe.,s,iters99 REMODEL 4 A. 00\ �O SCALE. 5/19/2017 100% PERMIT SET P 503 973 5151 Portland,OR 97204 F 503 973 5060 0:503.227.3251 APPD: SCALE: 1"-2O' MWAARCHITECTS.CDM F:503.274.4681 4 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 www.knfLcom P H 2 6687 PROD#: EXPIRATION DATE: 12/31/18 4 165 I I 165 160 -- "--/-EXISTING GRADE PROPOSED NEW FIRE PROTECTION GRADE -- 160 PIPE - 5.41' 155 - 3.46' - - 155 0 NEW STORM PIPE--yQ ii 150 - 2 " - 150 59 LF -24"RE ' -- •.,1) ��f� „ - - 40 LF -24"RE 40 LF-24"RE 145 -_ - - - - .- __ _- 145 -- �" n 3 LF - 24"'`E - _._ , W__ -._._ RE BND-2 RE BND-1 3 LF 24" �_� - _ -� �. r IE 24" =149.00 IE 24" =144.55 O fi --wr iv `wt.. �-� .„ .� _ 140 S 41Y SS I• • 55_ J �� l - - -r �' �- _�� ^� - - - _ 1 r� 140 47,-, I _ ------ ----- �/ SS SS SS SS SSJ 1+50 RE BND-4 RE BND-3/ 1+00 D+50 0+DO -0+10 �� ry _ _ _ _ _ - -- - - - - _SS_ - SS S5 IE 24" =144.55 IE 24" =151.00 24"-RE PROFILE .. r J - ~ SCALE: HORIZ: 1" = 10' OH - ! OH Ill- H------- l _ ~� -J - OH � Ok� - H OH OH- - OHS_ L OHH _� OH OH OH VERT: 1" = 10' ow 4, J M 1 � -bd i�I�W-_��I W x W ■yi��'`/ � w,1 w �� W Ir ■�= �r f J J l J �^�x X-7�x x x v x x x W W J �^ f �� / /� I� ^ x x X x x -x J x--,--x--- -x x- x x , „'- �� ` _� / `� wv� / i 1 (2) 42" FORCE MAIN - ----- - = 15' / . / 1 (ABANDONED) IRR FUTURE POC - _, .� NEW '!l CONFERENCE BUILDING ••�� i I , _ / 0 165 165 r 11 156.75 FF1r RE BND-1-- i 0 RE BND-4 A 160 - PROPOSED EXISTING GRADE ___•__ NEW STORM - ' PROPOSED -- 160 �_ N W PIPE GRADE -� j- -' GRADE PIPES r 4.47 = RE IIMIliiii prijii 1 .. .. . .: . H . 155 -- _ 6 IRR 3.02' i 0 - 155 R• E RE 6" IRR 1 10 LF - 6"IRR 2g LF - _ 29 LF - 6 IRR LF - 6 IR / 61 LF-61: M.SFM M -� - - - - - 15a 150 - IRR BND-3 SFM FM SF0 \IRR BND-4 _ IRR BND-2 IRR BND-1�� 0;0IRR BNQ-1 • „ _ IE 6 -153.00 =151.07 IRR IRR f��I� V. IE 6 -151.07 IE 6" =151.50 L : 4 1 145 145 © IRR BND-4 �' pos.„ 1P"II414 IRR IR�2 +� 1+50 1+00 0+50 0+00 -0+10 III SFM SF, 5 \tiq� �' Ii: Q I 6"-IRR PROFILE S• S. S S 5 SF ,iii �,�'' SF SCALE: HORIZ: 1" = 10' II I� SF, SFM .SFM FM Op ,1 VERT: 1" = 10' yy Iv 7 lb I i, BOV O I - Mil Z T _ RE BND-2 .� j,� "voodoo7. 1111' RE BND 3 2' rqo��: � { OM :40.1.,./Aimpit.,,, ji ,� gogqo \ r� UTILITY RELOCATION PROFILES Me ____) SCALE: 1" = 10' • 11111)kil, / I I►� IRR BND-2 00 J fir- � - I") . • ,, •� '\> !RR BND-3" 7.6►� - -- --. `� ■ Aniorr / ♦�+ liZ1101°11111PIP.- // '. 1114, - i A-iv' - 1 � / RE STRUCTURE TABLE IRR STRUCTURE TABLE W 4.1416..41,MtIIIIIIIII ' / �' `� ,iiiiSTRUCTURE ID NORTHING FASTING STRUCTURE ID NORTHING FASTING Pi `-. // / �'j.�� OND-1 640021.30 7620583.51 BND--1 640014.06 7620593.58 9 G ► I \�/ �� °.�� BND-2 639992.66 7620612.15 BND-2 639993.47 7620614.17 /' \ �' / \ / t ' • BND-3 639933.34 7620610.54 BND-3 639932.46 7620612.51 cn / sip D ..„:40,;,,, c irl't : REMOVE �. 4 � BND-4 639906.05 7620581.73 BND-4 639913.06 7620592.03 / c EX. (2) 2" & (2) 4" CONCRETE ,, BOV 639931.34 7620608.43 BOV 639931.43 7620611.43 I \ ENCASED TEL SEE SHEET C302 FOR to / A f / // \ RELOCATION OF STORM PIPE414011I. i _i • . ------4 c 1= // v, --A, ch 0► / EXISTING / O&M BUILDING c 442 . ''. .,\ - paw V/� 4 \ , , I SCALE 1 INCH = 10 FEET U 12 10 0 10 20 E UTILITY RELOCATION PLAN ENLARGEMENT 1) SCALE: 1" = 10' 6 m SHEET LEGEND KEY NOTES SHEET NOTES 0 - - PROPERTY LINE CONNECT TO EXISTING 24" RE-USE EFFULENT WITH FITTING 1 . MOST UNDERGROUND UTILITIES SHOWN ARE FROM 1995 O&M E COMPLETELY REMOVE UTILITY LINE Q APPROPRIATE FOR MATERIAL TYPE. SEE C302 FOR PROFILE. MATCH BUILDING UTILITY PLAN SHEET G-7 & E-2 AND SHOULD NOT BE co EXISTING FERROUS PIPE MATERIAL. ASSUMED TO BE COMPLETE OR ACCURATE. E o - UTILITY RELOCATION WORK LIMITS STRUCTURE TYPE CONNECT TO EXISTING 6" IRRIGATION MAIN WITH FITTING 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE ch \ \\ REUSE EFFLUENT LINE U CALLOUT DESCRIPTION DETAIL REF. O APPROPRIATE FOR MATERIAL TYPE. SEE C302 FOR PROFILE. MATCH CONSTRUCTED PER DETAIL 1/C402. EXISTING PIPE MATERIAL. o AD AREA DRAIN 3. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. o IRRIGATION LINE BLOWOFF VALVE TO BE INSTALLED AT HIGH POINT OF RELOCATED RE BND BEND (45 DEGREE0 Lr) HORIZONTAL BEND WITH AND IRR LINES. CONTRACTOR TO PLACE BOTH BLOWOFF VALVES IN 4. 6" IRR & 24" RE LINES TO REMAIN IN SERVICE BETWEEN MAY 1ST AND ,I, SAME VAULT. SEE DETAIL 5/C402. OCTOBER 31ST. UTILITY LABEL LEGEND RESTRAINT, SEE SHEET NOTE (IS #7 O RELOCATE (2) 2" & (2) 4" TEL COM CONDUITS TO AVOID FOUNDATION 5. MARK ENDS OF DEMOLISHED IRRIGATION LATERAL LINES WITH 2X4 PIPE LABEL BOV BLOW-OFF VALVE 5 EXCAVATION. SEE ELECTRICAL STAKE. UCONN CONNECTION UTILITY LENGTH CO CLEANOUT TO GRADE 2 6. PROTECT IRR STATION WIRES. a } UTILITY SIZE 10 'Q SCB SANITARY CATCH BASIN 7. ALL IRR & RE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED > XXLF - XX" XX UTILITY TYPE (RE=RE-USE EFFLUENT, !RR= IRRIGATION) SED SEDIMENTATION TRAP 4 WITH THRUST BLOCKS PER DETAIL S 6 & 7 ON SHEET C402 7 S=X.XX% - SLOPE (WHERE APPLICABLE) RD ROOF DRAIN. SEE ARCH. PLANS 0- 8. CONTRACTOR TO FIELD LOCATE CATCH BASIN. COORDINATE PROF110/10/175 LOCATION WITH PROPOSED CANOPY COLUMN, AND CONTACT .00Es s ENGINEER IF THERE ISA CONFLICT. ��v` �,NO. ��3, 0- DRN: ORIG PROJ NAME: SHEET TITLE: SHEET: 13 OF: 201 DWG# N DATE: DURHAM O&M Civil °'' ` : g re LC) Lii DSN: DWG#: lT1Wa architects BUILDING PLOT 11/7/17 O iU' E I D1 Q r` THIS BAR IS ONE INCH 2 11!812017 BID SET UTILITY RELOCATION PLAN DATE: ,i �, CleanWater Services 70 NW COUCH STREET �D ,�� O CNK: CAD FILE#:0006-UTIL_DWG WHEN DRAWING IS FULL 1 6/22/2017 REVISIONS SUITE TLAN'0,00.97209 ENLARGEMENT PLC#: NA �� 190 4 N� cV �+ Our commitment is clear. in SW Flfth Ave.,Suite 2500 REMODEL SCALE. 100% P 5 03 973 5151Portland,OR 97204 t` 5/19/2017 PERMIT SET F 503 973 5060 0:503.227.3251 - APPD: SCALE: 1"=20' REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 M1wAAR�iITECT5.�OM F: 503.274.4681 PH 2 CWS 6687 I EXPIRATION DATE: 72/31/18 I www.kpM.com PROJ#: �_ r��ii1 SD STRUCTURE TABLEss s ,0).., ss -� - -- -- - ifettorwiajt_gitt„, C..- . ANfil6‘. 1 f STRUCTURE ID NORTHING FASTING ,�1� �00 04 it�f► --� `,, k. p - ss ; 2 - - SS j 5S f _ _ - AD-1 639930.66 7620627.46O.- �" r SS01) •I n -� -� ` S SS SS SS SSS ��1 r OH OH OH OH OH �-� -� OH O r- SOH - ' OH r SD CO-3 - w_' r --- 1 AD-2 639969.33 7620617.04 �/ / - r. _ 0 f IE 4 IN=151.45 (E) - off - -Y-°U - --OH-- OH� �H - OH OH off OH OH OH - •H OH off AD-3 639993.66 7620617.82 M =jon M l M M M ■■■�■ M W �i i, IE 6" OUT=153.75 (N) X W �, w 50 L F - 6"�! ~ -�- - f 25 LF-6"RE xx X i x x-�� > x - S=0.80% �mmr 1,7�" W �� 1/ �� 1 CO-1 639908.83 7620625.50 - - - -- J ox x x x x x � la�i�r W �� 1 0 \ �� S=2.00/o v.1...°11°-1 ----- _ J x x x x �r �� W �It CO-2 640016.09 7620608.01 --- x Jx �-x x � - x----- x --- __--- x� ..-x-- x x x x ! 4 ; :Yr .. .' - - �. I y X �x -� x. x X x W '� W ilr�,�,/ x CO-3 63995247 7620558.28 _ J -� -- - Vi � -- -- y. F J- oo�eq. 4 CO-4 6400D2.01 762056D.07 -- - - - - 20 LF- 1-1/2"W - _ 5.74 0RESTIJB , RD-4 RD-5 It SD CO-4 I ..........__-....t....- - _ I \ - y -- _ �■ IE 6"=153.75 2 LF 4"SD IE 6" IN=153.35 (S) r - - ° 2 LF 4"SD IE 6"OUT=153.25 (E) / RD-1 639945.36 7620741.20 f _.4.98' S=2.00/° NEW S=26.49% / c� C ® 2a LF 1-vz"w it L FP 2.27' ,� t \ i 1 J�` I f RD-2 639993.47 7620744.26 0 1'5 CONFERENCE BUILDING c RD-3 640001.46 7620616.391- tu2/.-- I __ - 7 --- \ I ) RD-4 639952.42 7620560.28 C �A 30 LF- 1-112"W FP 4" 156.75 FF �� I / I 1 �� - ' v;� RD-5 639983.94 7620561.19 O �- - 23 LF-4"FP L •� 1 ,/ ' im RE R E !' 4.85 R•E- R E R 50 LF-6"SD 11 , XSD-1 639886.92 7620652.74 \ 1 S=1.49% S0) S5-74-1 sD` RE RE� RE RE RE R REE R :FM SFM SEM SEM SFM SFMIIIII SFM SFM , III XSD--2 639983.58 7620624.12 . ® � Ord ilE‘ 32 LF 4 FP / �� SrM FM XSD-3 640023.48 7620635.06 1 11111 1111 sEM.SFM SFM SFM FM SFM sFM sFM sEN • r R IRR IRR �i� IRR IRR IRR I= ;°oo rk � 4,A0v 1 '000 IRRSD CO-2 IRR IRR„Or/ - R IRR IRR IRR IRR I IRR ow 41100 \ IE 8" IN=152.49 (S) III SFM.SFM IIII SFM IIIII SEM SFM SFM SFM SFM �'�� IE 6" OUT=152.49 (NE) ' III . . IIII 5=0.50% , ® ffl , -wi "\ ` illAillSFMIIII EM11113km lt III SFM SFM SFM \ Ii - 1 1 ._ 4, yr S M III SFMIIIII SFM SFM!Ill SFM ® .rel - , � nT.;"yi=io H II jooaa opoa - /1 DO'cgcqee ,?1 ,41,1-7.. 4,410 iv" ,,, / 4\----Li...B.,,...1,2...A....j" a h, in fry W 4,,, '' 47- • asb ,, 5D CO-1 �, � e� S / 1 I !� - ir... �ik'.2� o SD BND-1 P IE 6" IN=153.03 (SE) '41 . 1 IE 6" OUT=153.03 (N) i r' ` ! /'/'/- ,,, I 1 / i 4 �, �ffs,AT' 61 LF 6"SD ;, 3D RD-3 00> 4, ' -,. . , us - "5 "P 17, /S=0.50% � � /: 5 LF -4"SD A �'��, , , __,.14t ,, �� ,Y 5=43.65% 'lip • .--._,„, 9 i 428 LF FD / / 14 LF NIA / �. .0i cP%f o� I h / 9 G RIM=156.30 I 4 ,,,A SD AD-1 I' / SD AD-2 v 5' So cS� - - - r� f ! Illippo.f IE 4" IN=155.35 (SE) �\ / RIM-156.38 / �o � °�oab�o;: // - _ �� / IE 4" OUT=154.46 (W} 1 / _IE 6" IN_152.72 (S) t .1/441*. `O .Q S-0.50/° \ 5 LF�'� �. ' , / IE 4" IN-155.48 (SE) ` >\ 9 y / IE 4" 1N=155.48 (N) n SD XSD-2 R M==SD �5fi.40 , SD BND-2 �. / tfrt CIE 6" OUT=152.72 (N) XSD' „ *4 ''''. '''*-4 s IE 4"=152.s� IE 4 IN=155.5a (NW) ♦ CONNECT TO EX. 6" WYE 1E 6 OUT 152.71 (W) 4 c \ I ' ' \ . ., ,.. 4, , -,.„ 5 LF-6"SD --- c")\ --,--,. • -., / ow N . / -. \. ... .. se �� / EXISTING ,,\ n `� \ i A I // G 4 SD XSD 3 n ` a� I O&M BUILDING IE 4"=152.8± ., ss, - .., 4 _ . t .z: , :.,4:; .t. \ ': ' \\ 1 At SD XSD-1 G Sp �' t� // IE 6"=153.2+1)5 r7 o G . c-, \\,. (40,-41111111 i \ Q •o (-1) \ CAW I 0_ c ‘1),V .„. 1\momir U . \ \\ .,. ce N UTILITY PLAN ENLARGEMENT s= °` SCALE: 1" = 10' a m SHEET LEGEND UTILITY LABEL LEGEND KEY NOTES SHEET NOTES O - - PROPERTY LINE PIPE LABEL (FDD FRENCH DRAIN, 4" PERF. PIPE LENGTH AS SHOWN 4 1. MOST UNDERGROUND UTILITIES SHOWN ARE FROM 1995 O&M COMPLETELY REMOVE UTILITY LINE 0 BUILDING UTILITY PLAN SHEET G-7 & E-2 AND SHOULD NOT BE UTILITY LENGTH CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED. SEE ASSUMED TO BE COMPLETE OR ACCURATE. D UTILITY RELOCATION WORK LIMITS UTILITY SIZE KFP PLUMBING PLANS FOR CONTINUATION. 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE XXLF - XX" XX �- UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, © CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONSTRUCTED PER DETAIL 1/C402. U REUSE EFFLUENT LINE W=WATER, FP=FIRE PROTECTION) CONTINUATION. SIZE AND IE AS NOTED. S-X.XX% 3• STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. IRRIGATION LINE - SLOPE (WHERE APPLICABLE) © CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. w WATER LINE STRUCTURE TYPE 4. CAP AND MARK ENDS OF DEMOLISHED IRRIGATION LATERAL LINES iii CALLOUT DESCRIPTION DETAIL REF. Kii3) CONNECT TO STORM DRAIN/ ROOF DRAIN. SIZE AND IE AS NOTED. WITH 2X4 STAKE � S Q. SANITARY LINE 3 SD CONNECT TO STORM DRAIN/ ROOF DRAIN FROM EX. BUILDING ROOF. 5. PROTECT IRRIGATION STATION WIRES � AD AREA DRAIN SD BND BEND 0 SIZE AS NOTED. IE ASSUMED, CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. ami - - - - STORM LINE 6 'o BOV BLOW-OFF VALVE 'a ® UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. °- FP CONN CONNECTION FIRE PROTECTION 2 1 CONNECT TO EXISTING 6" WATER SERVICE. CONTRACTOR TO VERIFY CO CLEANOUT TO GRADE U 10 IE PRIOR TO CONSTRUCTION. .< SCB SANITARY CATCH BASIN ,0 a SED SEDIMENTATION TRAP CONNECT TO EXISTING 8" SANITARY SERVICE USING LATERAL 10/10/17 75 RD ROOF DRAIN. SEE ARCH. PLANS O2 CONNECTION. SLOPE AT MINIMUM OF 2% BEFORE LATERAL �F`�� PROFES CONNECTION. CONTRACTOR TO VERIFY IE PRIOR TO CONSTRUCTION. ��\5 ac" s�°#- d ORIG PROJ NAME: SHEET TITLE: SHEET: 14 OF: 201 DWG#: N DRN: DATE: DURHAM O&M CIVIL Di*. •. : . ' •re • Cri DSN: DWG#: 2 11/8/2017 BID SET mwa architects a TE: 11/7/17 �' THIS BAR IS ONE INCHC1eanWater Services BUILDING UTILITY PLANC 302 Q 7o NW COUCH STREET � �� 4 Z�� \ C'SCHK: CAD FILE WHEN DRAWING IS FULL 1 6/22/2017 REVISIONS SUITE 401 ENLARGEMENT N PORTLAND �R972°5 REMODEL PLC#: NA Uq A y-\C" SCALE. Our commitment is clear. :��SW Fifth Ave.,Suite 2500 100% P 503 573 5151 Portland,OR 97204 5/19/2017 PERMIT SET " F S°3 973 5060 0:503.227.3251 APPD: SCALE: 1"=20' REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MwaaRC3 TEcrs.c°M F: 503.274.4581 PH 2 CWS 6687 Exf,24TION DATE: 12/31/18 IC www.knlifcom PROJ#: -AC SURFACE COURSE: ---AC BASE COURSE: C/6THICK PORTLAND CEMENT CONCRETE SEE PLAN 6" I 1 .5" OF 1/2" DENSE GRADED, 2-1/2" OF 1/2" DENSE GRADED, -\ • LEVEL 2" HMAC LEVEL 2" HMAC • . a . a, R=%4" .6"} R=Y4", TYP. CONCRETE SIDEWALK R=/4" R=%8" BACKFILL 1 ° a •. • •' r4 . _ a a •: a .' 4" MIN. THICKNESS TO TOP OF I I -. a � .� ° 1.5% I a °° Q ° u� °p a �u ° VV va •• ° Vu a •.,V.° AV, oe SI 1 �--- _ PAVEMENT ___ 11,{ i,� CURB .0-0 .......-.-.......-70 ° a °p °Q o 0•°D o °P a o a 0 •0p O op e o 0 0•0 a 0p o P o - • ° I i- op '° °0 . . a o ° . o o D • 0. o ° ora 0 . 0 a • OV. o P �, '• ♦ a 0 .4.. 0..0..0 .o P• 0 . ° O o 0 00.,.., .., •. . ..0 .0 ..,...„. o ° ' O 1 �d 0 ° '°D o ° D' O ° ° a 'O o ° D ° •O d- �. a 4• • I"1I II I Lu . 00 0 o P .0 .4.4. . o 0 o O. o o a° o a . 0 0 'o DLA PAVEMENT • .3: q • 17 o .o °O. o o D•°0 . a a op 0 o . o °D op o o op p0 . o ° °p °0'.0• ° ..o . ° 0 .0 . °° °P o ° , •� ! .3' p o po 0 0 °°,o 0 o D °0 a 0 o po 0.o o D D °0 o a p o 0 p 0 , o 0 p o P °0 A ' a op '° . o • o a0. ,a op • , o • .00 .00.4. . o 08. ,a op a .o .o °0'„c .a. . . D a .0 00 . o .a °0 00.0 . ° E • 4 r II ,o D a ° o o Do op . 0 0 0 a o- .0'00 .. o 4 a' a' _ -- • 1„ ,.� . op 0 °0 ° o a 00• 4:„. o ° op o op ° 0 0 D °0 o °D 0 .o o O op 0 00 .o o D ° o op .a o ,0 .•' 00 '0°0 op ° o � -- .. ef� . 0 D' R ^ 0D o D n . o 01 'pl0 O o I op o °0 °n _o °0 a° O .. p o0 . 0 00 ° . •d 'a . ° 0,,•0°, •p+ °p O ° °•ae0 -I ` 8 PI -1'! r1��-I 11-i 1'I r-1 -*(1-r,°-I - I . ,-.mf-, (1-r r 'I I r-r r r-I I _ I .. . ° ° °u a .4 0 o p• o o P e - I I-III-III-III- I I-III-III-III-I I - I -III ,III F'! IIII-n1� f n- I I f-I ILL - ILL! l I1 i I 1� I-�I f- • . , a o . ,0. o °60 •°D n..o. .o °°•°"• i-pE°I'�°III-1 I I---IIIa III1--•••"../ III-I I I -III-I 11-!I I-I I I I 11411b11=111=111----111 ,110 IIf - ,i I , ° .^°, 6 I IIII, I ,1 I L I I I °° .00 °D°•o `e.d • . 4 1-I I I I l I-..�1 III I I - 1 I I 1-1 11-1 11-I I I 1 1 I-- 1 o '° -.-0 •0", p. ! ! I I I • a COMPACTED 9" OF BASE °° '•° ° ° o • °o • • D ot, •00 3" SUBBASE o'° ' COMPACT 8" OF BASE o �a •°a COURSE a°.0 t° o o I SUBGRADE COURSE NOTE 5 SUBGRADE COURSE ;°a•g 0 • 1 Je t ',° °o •°o ,C12:42'. `91.,_ pP „ 4 OF 0 NOTES: 4" SUBBASE ' ° '°° ", °' •°° w " ASPHALT PAVEMENT SECTION - I--9 --12 s SUBBASE 1 . CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. COURSE COURSE SCALE: NTS - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. NOTES: NOTES: INSTALL 3/4" x 18" 1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 1 . CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. DOWEL ANCHOR, �- 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT TYP - EXPANSION JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. II \ �2- CONCRETE PAVEMENT SECTION DRIVEWAY, UNLESS NOTED OTHERWISE. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF N2.) SCALE: NTS TANGENCY AND AT ENDS OF EACH DRIVEWAY. N� 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE 6" MIN. I I SHOWN OR AS DIRECTED. TYP. \ \ N I ADA SIGN 7 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS Ii II LOCATE WHERE 40 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS OTHERWISE SHOWN ORAS DIRECTED. I I FACE OF o SHOWN ON PLAN de a • • PRECAST CONCRETE APPROVED BY THE ENGINEER n N\ Tr U CURB a ° 4 q CONC. 4•. • •4 WHEEL STOP 401 5. TAPERED 2"x4" KEYWAY TO BE FORMED INTO CURB AS SHOWN. COULD ALSO BE POURED 4• DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB ,N , N \N �, - ' •° a •. a °.e r 4SIDE WALKa.a .a .(WHERE APPLICABLE) MONOLITHICALLY. MACHINE AS APPROVED BY THE ENGINEER. dra 4e r _ _ n• �� CURB & SIDEWALK - KEYED COMBINATION CONCRETE CURB - STANDARD 91 i $ I 3 SCALE: NTS 4 \,...--- DRAINAGE # i „ SCALE: NTS SLOT, 2' - - -TOP DIAMETER OF I TYP. 1 / 1.6"-2.4" 50% - 65% OF THE NOTES: / BASE DIAMETER 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO - -- R=Y16" MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER. , �� 12" �1- O p I� Q 0 0.2" � 1.6"•2.4" r " PRECAST CONCRETE WHEEL STOP RESERVED ® o o © 1-3 1 _ y., 0SCALE: NTS 2' (TYP') / PARKING --SIGN NO. R7-8 ,� _ Orr WHITE I¢- i- ¢ -- Co 0.9-1.4" 1/8" TO 1/4 1/8 TO 1/4" co I- PER MUTCD a cLI TOOLED OR ! TOOLED OR STRIPE 4"WHITE O ¢ Cl- ( C. 0.65" CONCRETE SAWCUT JOINT D/3 SAWCUT JOINT (TYP.) STRIPE (TYP.) I- 0- W MIN. n ANCHOR ",,--- a - e4 a 24" MIN. p (n V SECTION 'A' �� • iii • 00 U - NOTES: ASSEMBLY (X} •T a a Ya"R • R-Y4" } J �` --ATTACH SIGN NO. d, r e „�I�•� 4'.: 6. • ° VAN 1 . DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND (TWA.) (TYP.) D R7-8P WHERE APPLICABLE • 4. °, 6 :; • a a Qa U NOTE 1 DETAILS AND TO THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE ... . a 4 ACCESSIBLE 36` �I DETECTABLE WARNING SHALL BE LOCATED SO THAT THE EDGE NEAREST SCORE JOINT CONTRACTION JOINT 4'-_-I _ THE CURB LINE OR OTHER POTENTIAL HAZARD IS 6 TO 8 INCHES FROM THE ANGLE ORIENTATION CURB LINE OR OTHER POTENTIAL HAZARD. i FOR FIELD LAYOUT + i NOTES: 3/a" FIBER JOINT INTERVALS TABLEAld I �I 1I_� 1=11 1 , 2" ID GALVANIZED STANDARD STEEL 2. DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S EXPANSION 3�"-- -- /FIT 2" VAN 1 III_ a 1 PIPE WITH CLOSED TOP (ASTM -= NOTE 2 RECOMMENDATIONS. BOARD WITH JOINT SEALER I.=I 111-I. A120-65). BACKER ROD F TYPE SPACING OR AT... 9'TYP 6' (8'VAN), TYP. 9' STD STALL 6„ �} I I II 8' COMPACT STALL 2. 8" DIA. CONCRETE FILLED POST 3. MANUFACTURER OF DETECTABLE WARNING: ir (U.N.O.) (U.N"O.) (SEE PLAN) ARMORCAST CAST IN PLACE DETECTABLE WARNING PANELS 4� --%. SCORE 5'NP" LOCATIONS SHOWN ON ADA PARKING SIGN HOLE. PH: (818) 982-3600 - ARMORCASTPROD.COM DRAINAGE PLANS ADA SYMBOL AND "VAN"ACCESSIBLE TEXT SHALL D s 4. ., ., d " . 4..•4,� BACKGROUND OCCUR ONLY AT STALLS SHOWN ON PLANS 7 SCALE: NTS COLOR: SAFETY YELLOW STRUCTURE,• (OPTIONAL) OR APPROVED EQUAL 4 a a END OF RAMPS AND 4. 4...4. • ` MANHOLE, CONTRACTION 15' MAX. DRIVEWAYS - FOOTING OR i6- TYPICAL PARKING LAYOUT POINTS OF TANGENCY SIDEWALK! EXPANSION! , * AND AT ENDS OF EACH 6 _ VARIES a) DRIVEWAY ISOLATION 200 DRIVEWAY OR OTHER �� SCALE: NTS 18' TO 12' C--8-- DETECTABLE WARNING FIXED OBJECTS I j EXPANSION / ISOLATION JOINT * MONOLITHIC CURB AND SIDEWALK SHALL BE 45' MAX. 4' 5' IF X 4 ._ 7 SCALE: NTS i- CONCRETE 1 BACK OF WALK ( X SIDEWALK O -LANDSCAPE U.N.O. TYP6BOTH< o NOTES: AREA BLDG., FACE, OR .• 0 ( SIDES) 0 1. CONTRACTION JOINTS MAY BE USED IN PLACE OF SCORE JOINTS. --- OBSTRUCTION 2. CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF CONTRACTION JOINTS. TC=TP TC=TP •.+••••• •♦+++++„+♦++++++• -� SEE PLAN �� ,�� ••••••••••4••••••••••••••4••••••••,.••A •'i'i'i0'i'i'�'i'i'i'♦�•' I . 3. PROVIDE MEDIUM BROOM FINISH WITH NO TOOL MARKS. +''' `+`'` `'`'`•`''• a DETECTABLE .;.!.;.;� .;.. •oX �•�,�� .i•..�♦a NOTE 1. p�L CONCRETE CURB '`.. iii"` iii w ` WARNING :••:4 •••••• c') Q •%%•• + *% '* SIDEWALK JOINTS W •• ••••' W ( .♦.. .. :144016" .� .� ..• . Q ...., . �, WHERE �.�.�.� �.•: • : :;•••::::::••:*•::::•"+"*".#. . . ., :1-..� l NOTE 1 ' t.• '♦'+'� Z ♦.. o 0 0 0 0 ' 'I.-:::•'•. 6' SCALE: NTS ••• I ::::,. �-+ ♦... t .,y ♦.♦ ♦.1 v- LU �' JH0WN 0 N ♦♦•♦ s0°o°o'.0000000 +j�� E ••••••••••••• •♦'+'♦� 'f2' LI-I Q %M.:. i00000n.o000o°o°o°c�o�aoa •�fi+•+'+♦+♦+'+'+'•'+'•♦+��Ie 6" p ,t. ,,, ♦.,..♦♦ ♦♦♦.:: J : PLAN ♦♦♦ : 0 0 0 0'•'0 0 00 00 0 >2 4ICURB AT BACK OF RAMP f1 �, o-o•o n o•v o o n•n `'�'•'. ,o°0°a°° •o°o°°°°°°°o°°° ,'`'`'``.`'•'`'`'`'`'iON o ° o 00 0000 a. ♦.♦ pogo 00000 ♦ (�W ..� 000b000p00000°ao0o ,v /4.•••+• 10% MAX. ♦♦♦•• � 00 ° ° ao ° oo ° ° ° 4.'.♦ 10% MAX. +♦♦♦. iZ .i°°oo0ao°oo00000 ++•,. , ♦♦♦ }000000.000-000......c.000.0 .l�i.+ t2♦�+�• LANDSCAPE AREA TO RETAIN GROUND TC=TP (TYP.} ° ° ° ° ° ° ° DETECTABLE 8 .>.]°6°o°O°000°0°000000 a°• ____.p-4�,4_ w NOTE 1. CONCRETE I ._!::-.i., J ° WARNING , 4. 1 1 -o TC=TP W _ W W W [ DEWALK I (WHERE SHOWN+I J 2 0 EXP. = ON PLAN.) - = I . -. . DEPRESSED ors y W w w W W W PLAN - CONCRETE CURB AREA O w W T' E 'i•.'.'•'.'♦+i'........:+ 6" CURB Q�•.'♦••4.•+'•'•'•'+'.'♦'•'�' EDGE OF RAMP CURB .............� ... .......... PLAN - MATCH Ex. - TYP. ca .'.'•'.'.'.$$.'•.+.'.'♦•. +•4••••••••"♦'♦'•QQ+Q.'� Z }� -E o .+.+.+.+.+.++ +.+.+.+.+.+. EXP. +.+0+.+.+.+ •."..•.." Q TO BE FLUSH CONCRETE EDGE OF RAMP TO 4 CONCRETE R-/4��, :` .'.•.'.•.. ° .�.�.,♦❖ •••+.♦.♦+. 3, '.+.+.•.4 _1 WITH AC 8.3% MAX• z 2 ♦;.;.;.; •.3 !°%X.:* !:11:-;.;. • o♦;•X• 0- - SIDEWALK BE FLUSH WITH AC SIDEWALK BATTER 6:1 7„ PAVEMENT o .,.�.�.+ .,.�y.�. - ••••.... MAX.'*'•' + -- d 1 I 5% 5% < `� +.+j+ MAX. V oo°o°i -.(;,,Noo .'♦'. Lij e 1 ch ... - . .. o°°°° ° ' ------ ... a ,-L, PAVEMENT I -_ �--- I I Vitif•••••••••••••.' °n°n°`c o n° •G.0 .♦♦•♦•+•.�. III ' e 4R"^•T, ••;u;',a-:n, SECTION py M/�X• e e ` • ;.� M'. • { a' • • .4.040......„•♦.♦1•. o °°o°oo a° o° ° ♦•♦......♦ ,. .d,x�!.,. °��'•••`••' a.3 0_ �` ° .. • • 1 T l + . .a _. a • - + U r 00 00 ° 00 o o ° a •:..A:°• •'• . • 1 I-1 I isr I I- • �1 •.' ti ,,•.°�:.'• u • d • 4 • :4:.o j `�'4,. ��. •:' .°.e•q •- I I -I I I-1 - • • .,: •'�.�.i:•t:*4�•• •°.••4••°•'• 3n 1 ,°• o•°.004'..� .' r.• i• 4 ,T 0 ca p ,o°•o°0 1 CD '. .-.,. I I= -BASE COMPACT ...: .;,:. .. . lT o 4' MIN. r I �.°•I-�%Ii I I= MATERIAL SUBGRADE _-I I •°a , a ,r-e-to-,-0.„ 0•°° . ° , a°° . . c.-. ... .„- . 0 .2--0'.00 . a ° °D ° 00"} 6" CURB 6' MAX 6' MAX 6" CURB II . I` - BASE MATERIAL " °'o °D p ° .. Q•°a °. a °° .7:a0--:-----6" OF SUBBASE -- 0 CURB -�- f� SECTION A -I1 .0 .0*„ 0 _ ,,, oP a°• . o ~°o °D • COURSE EXP. RAMP RAMP EXP. - ii- ,II=I' ' COMPACTED 2" P".. } O NOTE 1 . I SUBGRADE #4 REBAR AT 12" OC. EXP. ADA a NOTES: DETECTABLE NOTES: SECTION 'A' #4 REBAR AT 7" OC., NOTES: CONTINUOUS WARNING TILE NOTES: 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON 1 . PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING. CONSTRUCT a 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH ON AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND 2 AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1 1/4" LONG BY 1/2" WIDE WITH THE LONG SECTION AXIS 1 „ EXPANSION JOINTS AT 40' MAX SPACING. MATCH EXISTING VALLEY clrPATTERN. EACH DIAMOND SHALL BE 1/4 LONG BY/2 WIDE WITH THE GUTTER. DIAMOND SHALL BE 1Y4" LONG BY Y2" WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE 1/8" LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. THE v ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALL BEY" DEEP DEEP BY 1/4" WIDE. GROOVES SHALL BEY" DEEP BY Y4" WIDE. i< BY Y4" WIDE. a CURB RAMP - TYPE 1 ( CURB RAMP - TYPE 2 CURB RAMP - TYPE 3 3 VALLEY GUTTER RETROFIT 10 SCALE: NTS \ 1 J SCALE: NTS 12 SCALE: NTS �� SCALE: NTS ��,0 pRopi,_ 10/10/17 tz a 0_ DRN: ORIG PROJ NAME: SHEET TITLE: SHEET: 16 OF: 201 DWG#: " N DATE:in DURHAM O&M CIVIL tfre C) DSN: DWG#: <''E r` THIS BAR IS ONE INCH 2 11/8/2017 BID SET mwa !r-NwcchouictHe5Tc.t," DETAILS DATE: 11/7/17 'rCleanWater Services BUILDING C4 �o "Gt. 9, 20% ,,Q2`' CHK: CAD FILE#:0006-DTL.DWG WHEN DRAWING IS FULL 1 6/22/2017 REVISIONS SUITE 401 REMODEL 6/04 cNiPORTLAND.OR 97209 PLC#: NA Our commitment is clear. 111 SW Flfth Ave.,Suite 2500 A. LIQ N- SCALE. 5/19/2017 100% PERMIT SET P501973 5151 Portland,OR 97204 F 503 573 5060 0:503.227.3251 2 APPD: SCALE: NTS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MI wwWAARCNITELT5 COM F:503.274.4681 PH CWS 6687 I EXPIRATION DATE: 12/31/1$ I .knf/com PROD#: I CLASS "B" CLASS "A" SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL r AS SPECIFIED .0.VER TRENCH TO ALLOW FOR SETTLEMENT x.11. 271■. 1�11�1�11��1ia ♦ .•;,° . . '11=11 k.:ig[�71►1�� .� �i`•,1• , a -, 4 11;1.1;!=11 1,11 e- `�r- •.,,,;. ,.• '` .. �'\_1►�. ,8_11..■ , RIM ELEV. ` 12" NATIVE Tr`: IF TOP SOIL EXIXIS DL PER PLAN 0 ;• 95% COMPACTION 90%COMPACTION PRIOR TO EXCAVATION. 0 WITHIN 48" OF ■ SURFACE FINISHED 4 . ' • --a NATIVE GRADE 0.5" UNDkSTURBEO 1-90% COMPACTION NATIVE EARTHir EARTH I BELOW 48E F MATERIAL z 11.1.111111111111/ I DEPTH - - . i0 PIPE SIZE VARIES �Z/4=r A ' ;� 0 PER PLAN +. 60GIZ y.s, •.�1i •• '• •' • 3/4"-RDCKCRUSHED ,•:tti; ,.; •.i• • • . • 1/2 PIPE PIPE ZONE , . �� .• O.D. PLUS 6" PERF. PIPE IE (IN)= PER PLAN N-- IE (OUT)= PER PLAN METAL EDGER, SEE LIS PLANS {WHERE APPLICABLE) CONCRETE-- ROCK PER -- °1° p' a,Y .._8.20.0 ' 4" THICK LANDSCAPE ° $ 00 o / .3/4--0 ..,;>--1,40 0 0 ooL1 0 PIPE BEDDING 0 o 00 oo$ 00 O O p ..y..0.,>...>.!'„, 1o .• ° eoo 0 0 0 ,8° :. O KEY NOTES 1 r' TYP. 9rl t,/,,,.,... 0 000 0 o .: • • g:,.,..?,„ / TYP. " 1 12" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL °"_ %i- fi' Ii %i I i' %i' %i' I�' Ir %r ► e � e a I TRENCH STABILIZATION: - • • • -• • -• '`, 4,. ,,,‘,.. �•.� IF REQUIRED, TRENCH STABILIZATION �l I I� �J 1/2 PIPE O.D. PLUS 4' MIN. FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPERATELY --a • • •�I 1/2 PIPE 0.0. PLUS 6" MIN. FOR PIPE 18' AND LARGER AND PLACED PRIOR TO PLACEMENT + a + •� •�'' 2 12" STANDARD HINGED GRATE, H-10 RATED BY ADS, OR p o� �i -}! -: - X OF BEDDING MATERIAL. 1 APPROVED EQUAL. ,- ,:lit NOTE: ALL COMPACTTION REQUIREMENTS PER 4" PVC PERF. PIPE AASHTO1.99AND ODOT/APWASPEC 00405. 3 FLEXSTORM SHORT CATCH-IT INLET SEDIMENT BAG, OR 15" (WHERE SHOWN ON PLAN) APPROVED EQUAL. ORIENT WITH HOLES FACING DRAINAGE FABRIC, TRENCH BACKFILL4 INSTALL 12" DIA SUMP INSERT (NYOPLAST PART NUMBER DOWN AND SLOPE TO DRAIN. WRAP BOTTOM AND DETAILS Cleanwaber ServicSIDES 3812AGS1) TO ELIMINATE SUMP IN BASIN. H 6 MIN. DRAWING NO. 590 REVISED 12-06 •nrcommitment;,clear. OVERLAP 5 IN LANDSCAPE AREAS, INSTALL TAPPING SCREWS THROUGH FRAME INTO DRAIN BASIN TO PREVENT REMOVAL. (1) i3� AREA DRAIN 4 TYP. FRENCH DRAIN SCALE: NTS SCALE: NTS _� SCALE: NTS SCALE: NTS EACH AREA IS Y • Y4" PLYWOOD OV TABULATED TOTAL AREA FACE OF BOLTS .i�.4.•i.i A:\;�:\c 4A// 1•a�.477� \:\.\:.:\:\-♦•G 4,�:�.\. &:.\&a4a<4 1.1... ir� I r 1 4 TEE PLUGGED CROSS WYE PLUG OR CAP ,` I ' PL. 2 NO. 5 RODS OVER ,,,,44:..,...,„N. „,,1 . FITTING & EMBED 18" IN \ . - 1 1 CONC. 4111, \� A2 � VAULT SHALL BE HDPE WITH POLYMER CONCRETE COVER BY BEND PLUGGED CROSS TEE I// c)' OLDCASTLE, MODEL 3660 OR ° , , 7 APPROVED EQUAL I. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. ' e i- FINISHED • . KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. • . • / 4' ' • • MIN. 2000 P.S.I. CONC. co GRADE . o _ 2r� 2° CAP HAND 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN MIN. TIGHTENED ENCIRCLED ON THE PLAN; e.g. 15 INI (I ATES 15 SQUARE FEET BEARING AREA REQUIRED. SMOOTH GROUT RADIUS 0 0 ° O ° 0° r �- ELEVATION TOP 0_ n poo •p°° 0 �� -"ft... -401111%/0111 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED °0 00 '_° ( ►��f �� BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE NOTES: M �� ! �� FLOW SOIL BEARING STRESS (ES) STATED IN THE SPECIAL SPECIFICATIONS. 1. ANCHOR BLOCK TO BE POURED AGAINST UNDISTURBED EARTH. °o '°o •°°°°. °^° 2 ��+�� ; r3"WIDE BAND OF WHITE U USE OPERATING - . o0 ° °o r I ��f�� ++�-veer��r• REFLECTIVE TAPE VALVE NUT ° ' ��+�� r�� 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. E ��+f ��l�� OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. _, `- �%�%�l� ��f+�� 3. THRUST BLOCK FOR VERTICAL (UP) BENDS SHALL BE THE SAME AS FOR HORIZONTAL _ BENDS. STD. 6" DIA. SCHED. 40 cI 2 BRONZE ,� �� ' GALVANIZED STEEL • a GATE VALVE , -- h� - 4. MINIMUM REQUIRED VOLUME AT FITTINGS SHALL BE AS INDICATED IN THE TABLE BELOW, (PAINTED YELLOW) FILLED m 2" GALV. - "60�� BEARING AREA OF THRUST BLOCK IN SQUARE FOOT ADJUSTED IF NECESSARY, TO CONFORM TO TEST PRESSURE(S)AS STATED IN THE - WITH CONCRETE NIPPLE L AS �� PLAN TEE SPECIFICATIONS. THE VOLUMES SHOWN BELOW ARE BASED ON TEST PRESSURE OF 150 c9 06 `--2" GALV. PIPE p.s.i. TO COMPUTE VOLUMES FOR DIFFERENT TEST PRESSURES, USE THE FOLLOWING 9 REQUIRED ■� PLUGGED EQUATION: ON RUN r FINISHED GRADE E Numawl, VOLUME = (TEST PRESSURE/150)x (TABLE VALUE). H (1z3 NM 1, TEE a ° . WYE, 90° BEND I I=1 I I-111 11-1: . , -f 1 1=1 1 1=1 1 1-1 1 171 I ' ❑ D ° ° 2" GALV. FITTING PLUG, PLUGGE 45 22Y2° 11Y4 I VOLUME OF ANCHOR BLOCK IN CUBIC YARDS -III=III=III , I 11E111=-111E11. °0 0 ° ° 0 ° •°0'°0 '°01 ° ° _ ' •D: ;. _ °'° •° . 0 °G' U o °° n o• °°D .°o ,°.___� o . 0 90° SIZE OR CAP D CROSS Al A2 BEND BEND BEND FITTING SIZE I I=III=1.-=-1..DI 111 1 I:' ' a I I I I I=1 • • II ° °0 90° BEND 45° BEND 22Y2° BEND 11Y4° BEND I 1-11 z . ' HEIo II '..°:• .•.' l 11� . ° ELBOW 4 1.0 1.4 1.9 1.4 1.0 D cD = °p , tl '� i �l °° o DRILL {3)�" 4 I M II O .- - ° 0°0 °p 41 . 0 0• , °0 0° °V ° , °- .00 p° 6 2.1 3.0 4.3 3.0 1.6 1.0 �I I i. -,-i I I=111- o p • • ° °° ° ° °p °° . ° . ° ° WEEP 6 1.3 I: _I• ° °0 . ° °0 ° 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 I.< I 3300 P I ° °° • ° °'°° • HOLES 8 2.3 1.1 a r.'.:cl CONCRETE . , 10 5.9 8,4 11.8 8.4 4.6 2.4 1.2 ,. ' ` . 'n DRAIN ROCK 4" 10 3.7 1.8 ; . _ . O NOTE 12 5.5 2.8 1.2 TEE-MJxFLG, FLG TAPPED 2" ABOVE AND ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ALLOWABLE SOIL _, - ! 18"O MIN � ' I.P.T. AND THRUST BLOCK OR BELOW £ OF PIPE BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE 14 7.6 3.9 1.7 iii SADDLE TAP W/I,P.T, AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST v 2" x 6" GALV. NIPPLE PRESSURE/150)X(2000/SOIL BEARING STRESS)X(TABLE VALUE). 16 9.9 5.1 2.3 0.9 a) SECTION 1 STANDARD BLOW-OFF ASSEMBLY � LATERAL CONNECTION �6� THRUST BLOCK 7) THRUST BLOCK - VERTICAL PIPE BOLLARD (6" DIA) U 5 / SCALE: NTS SCALE: NTS SCALE: NTS8) SCALE: NTS x a \� �p PROFFSs� 4/3/18 V �G1NEF 04. ORIG PROJ NAME: SHEET TITLE: SHEET: OF: 201 DWG#: �.,,.,./. 69427 9l N DRN. DATE: DURHAM O&M CIVIL 17 T'- DSN: DWG#: PLOT 413118 OREGON r THIS BAR IS ONE INCH DETAILS `'o �o oti �`' BUILDING DATE: _ CleanWater Services C402 /. 9, za �,Q co WHEN DRAWING IS FULL 1 4/9/2018 PERMIT REVISION CHK: CAD FILE `�'�' cNi SCALE. Our commitment is clear. il>.SW Fifth Ave.,Suite 2500 REMODEL PLC#: NA 0,crA A L\G`\ 5!1912017 100%PERMIT SET Portland,OR 972°4 Q. APPD: SCALE: NTS0:503.227.3251 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 F:503.274.468) P H CWS 6687: EXPIRATION DATE: 12/31/ 18 WWW.kOff.COT PROD# I I