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7100 HARDESON RD 2021 Plans 2025-03-27
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7100 HARDESON RD 2021 Plans 2025-03-27
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Last modified
3/27/2025 8:41:10 AM
Creation date
3/17/2025 11:31:34 AM
Metadata
Fields
Template:
Address Document
Street Name
HARDESON RD
Street Number
7100
Permit
B2107-002
Year
2021
Notes
COMMUNITY TRANSIT ADMIN BLDG RENOVATION
Address Document Type
Plans
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Otak <br /> Otak Architects,Inc. <br /> 808 SW Third Avenue.Suite 300 <br /> Portland,OR 97204 <br /> FINISH GRADE FINISHED GRADE \ main 503.2876825 <br /> 1'CLEAR,TYP. \ www.otak.wm <br /> _ TOP OF PAVING,CURB OR COBBLE EDGING <br /> 1"CLEAR <br /> III—III III III III-1 I 1-' 1 "pDIIA yyALVE BOX W/ 3" OF,WASH, <br /> I._III-1 I I III LUOt:KING LID THERMOPLASTIC,LOCKING QUICK COUPLER VALVE X �s`N SCN4�c <br /> III-I I I I I III l l - III I III- RUBBER COVER LABELED ? FINISH GRADE/TOP OF MULCH P eP F ` <br /> 711I-11 111 111 I11-111-111 TWO PIECE BODY �1y� <br /> - WITH"DO NOT DRINK" d ,m2 a� ✓!� 6m z. <br /> '1111111111111111111` I- :111111111111111 ' • — / 11'i it .1 I I I�Ii 11 POP-UP SPRAY OR ROTOR HEAD > <br /> II I II II II I I1=1 1- EXTENSIONS(AS REQUIRED) ROUND PLASTIC VALVE a I I I, 4e '�� <br /> STAINLESS STEEL BOX 6"DIA.X 8"DEEP 11- 11-1 0 <br /> III I i III III= I- 1l l II 11 PVC SCH 80 NIPPLE 'va <br /> 3/4" -1 I11_III 1 HOSE CLAMP • T$CP ACC COLOR GREEN <br /> ea..011 <br /> MANUAL DRAIN 1 - 111-1 1. (2 REQUIRED) p p p 1.-1 III I (LENGTH AS REQUIRED) � o�P. <br /> VALVE W/LONG -- 111-11 III OPPER TRACE WIRE �o^O0 Oo ? I I 1 I ""' <br /> KEY FOR SCH 40 PVC MAIN LINE a o N M M III- <br /> OPERATION(SEE jlkkk. <br /> j <br /> 11 - FACTORY PRE-ASSEMBLED STAMP <br /> SCH 80 PVC ELL OR GRAVEL BACKFILL FORsfy <br /> d d d 1I,.. PVC TRIPLE SWING ASSEMBLY <br /> SPECS) , _ TEE W/REDUCER DRAINAGE 6"MIN.LAYER ... o 0,..o. PVC SCH.80 <br /> t�-1141111—_mild 11PyU (4)SCH 80 3/4 "PVC "'�� THREADED RISER o <br /> ELLS W/PVC NIPPLES FACTORY PRE-ASSEMBLED <br /> IN BETWEEN PVC LATERAL PIPE <br /> 7 <br /> L PVC TRIPLE SWING ASSEMBLY <br /> OUTFACE PIPE TO 4 PVC SCH 40 TEE b <br /> RAIN GARDEN �r <br /> 1/2 CU YD OF MINERAL #4 REBAR(30"MIN.) <br /> �•' .. .�A y CONSULTANT <br /> AGGREGATE TYPE 4 OVER PVC MAINLINE PVC SCH 40 TEE OR ELL <br /> GEOTEXTILE FABRIC <br /> CO <br /> tl\MANUAL DRAIN VALVE 2 QUICK COUPLER VALVE ASSEMBLY 3 POP-UP HEAD I— <br /> ® NOT TO SCALE L3.11 NOT TO SCALE L3.11 NOT TO SCALE <br /> LLJ <br /> FINISH GRADE <br /> NATIVE BACKFILL \ I iEI 1=l 11=l I IEl I1= <br /> -1 Li I I I=1 -III I MillICOLOR: 2"STANDARD VALVEWCOPPER TRECE WIRE —,11 1 COLOR:GREEN <br /> III=II 1 -III_) EXTENSIONS(AS REQUIRED)(FROM VALVE TO END OF ZONE) #3 REBAR STAKE TO MARK SLEEVE1:=1,I_I=1 I-1 =1 � O <br /> (PAINT TOP SAFETY ORANGE) -III=i -1 <br /> 2 <br /> Ma <br /> :-WM ' .. <br /> z z i=� - M______Al LINE SIZE PVC BALL VALVE <br /> LATERAL LINE - ! 11 111 ii C <br /> PAVEMENT N "PVC B SS 1111 UNION CCe <br /> G MAINLINE _<1 , • BACKFILL AS SPECIFIED IIIII BRASS •CH40PVC 'G <br /> z I CONTROL WIRE V <br /> to IRRIGATION WIRING tu 1' 1 <br /> SPECIFIED PIPE BEDDING SCHED.40 P.V.C.SLEEVE , I I ■ ' <br /> 2X LINE SIZE I I <br /> — - i,I. hI 111■.111.11.1■1 it 121 INE <br /> 111. / Cl <br /> SNAKE ALL P.V.C.PIPING -= NOTES: PVC ADAPTER 1 111-1 1 /� <br /> NOTES: III= "EXTEND IRRIGATION SLEEVE 6" ASSEMBLY 3" J <br /> IN TRENCHING. WHERE ELECTRICAL WIRING DOES NOT — —I BEYOND EACH SIDE OF PAVING. UNION III f NOTES: *EXCEPT ®POINT OF <br /> TIE LOOSE 3'LOOP IN ALL IRRIGATION SHARE COMMON TRENCH,OVEREXCAVATE MAINLINE OR "DEPTH OF MAINLINE=18". =1 I 1-t-•� +•/-- '''�' " '�s `,"1 CONNECTION APPURTENANCES. <br /> WIRING AT CHANGES IN DIRECTION TRENCH 2"MIN.AND BACKFILL WITH LATERAL PIPE 6"PEA GRAVEL USE TEFLON TAPE ON ALL CO <br /> SPECIFIED BEDDING MATERIAL. "DEPTH OF LATERAL @ PAVING=14"MIN. <br /> GREATER THAN 30 DEG.. UNTIE AFTER LOCATE ALL WIRING NOT IN COMMON THREADED FITTINGS. <br /> ALL CONNECTIONS HAVE BEEN MADE. TRENCHES ACCURATELY ON RECORD DWGS.. -I •DEPTH OF LINES UNDER DRIVING Z <br /> SURFACES=24"MIN. NOTE: <br /> BALL VALVE INSTALLATION UP FLOW FROM THE CROSS-CONNECTION CONTROL DEVICE SHALL <br /> RECEIVE ALL RIGID COPPER,TYPE L PIPE AND BRASS OR BRONZE FITTINGS AS REQUIRED. Q <br /> ith TYPICAL TRENCHING IN LANDSCAPE AREAS 5 IRRIGATION SLEEVES UNDER PAVEMENT 6 BALL VALVE DETAIL Q <br /> ® NOT TO SCALE L3.11 NOT TO SCALE L3.11 NOT TO SCALE <br /> _ 1 <br /> LLJ z Q I- <br /> o °G W <br /> UN <br /> 3 —I zoo z <br /> wa O <br /> et 0_ F- <br /> A =w ¢UI <br /> m #3 REBAR STAKE TO MARK SLEEVE CWC r Li(PAINT TOP SAFETY ORANGE) G <br /> 12 <br /> PAVEMENT TITLE <br /> o <br /> F ' "�' 0" U " S DATE DESCRIPTION <br /> Sli • I. BACKFILL AS SPECIFIED <br /> - III <br /> Z - _ CONTROL WIRE 6/23/2021 PERMIT <br /> r <br /> u3 - _- I I- 1121n022 BID ISSUE <br /> 5 =-. SCHED.40 P.V.C.SLEEVE <br /> a 2X LINE SIZE <br /> 3 - <br /> 14.740 _ NOTES: <br /> .9 -7,-.I I II`��I I I— "EXTEND IRRIGATION SLEEVE 6" <br /> m 1=--1''-I BEYOND EACH SIDE OF PAVING. <br /> I I III—I MAINLINE OR e DEPTH OF MAINLINE=24". <br /> ILATERAL PIPE o DEPTH OF LATERAL @ PAVING=14"MIN. REVISIONS <br /> rr% "DEPTH OF LINES UNDER DRIVING <br /> t SURFACES=24"MIN. MS,BS,AL,EH MDC <br /> o DRAWN BY CHECK BY <br /> a` <br /> 7 IRRIGATION TRENCHING UNDER PAVEMENT BID ISSUE <br /> STATUS <br /> ip L3.11 NOT TO SCALE <br /> m 1121/2022 <br /> DATE <br /> E <br /> N ® PROJECT NUMBER <br /> F.,' iii*frin.) <br /> L3. 11 <br /> Know What's below. <br /> ©2021 OTAK,INC. <br /> Cali beforeyou dig. <br /> o duced/enlarged.Scale accordingly. <br /> It rel is wing is noI 4"x .itesbeer <br /> a <br />
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