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Plans (378) Z / . NO1'3b'36"E _g` SHEET NOTES I 1. MOST UNDERGROUND UTILITIES SHOWN ARE FROM 1995 O&M ssewr.. • _ — —— - —— —— —_ — - —— —— —— —— BUILDING UTILITY PLAN SHEET G-7&E-2 AND SHOULD NOT BE I g _ �_. _— — -=1-- \ I s • ; - '- NT ASSUMED TO BE COMPLETE OR ACCURATE. - t> ss� ST., M ss ss— ss ss ss t,�" ss ss=�ss-- ss ss ss � ss -ts �> / !, - �s _ •- - _ - - I f E'� / 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE _. _ • x ''„/...„'`T.....-- ”- x=% _r.. " x—ii %—'— -0 kt""`."".' x F—'—Y( 6t' x� 'x—■ .. - - w F. K _..iv,- -_� CONSTRUCTED PER DETAIL 1/C402. h.�x x—x—x—x--�—K K— Q NEW �� ) y Ind - 3. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 1 r'' ''' - �syi 010' � - p Al-- CONFERENCE �'� 5 yg+ ,) II M � i; 4. 6"IRR&24"RE LINES TO REMAIN IN SERVICE BETWEEN MAY 1ST AND ',,. I - C 0 `. II OCTOBER 31ST. . 1 x—>—''' 1 S 41: BUILDING _ . =i-- s I ,... }'•`; y, ,, m -� . ,.,. „. so,i� L- _'�- `►� -C MARK ENDS OF DEMOLISHED IRRIGATION LATERAL LINES WITH 2X4 m l .. : STAKE. • j r ,j 9 LA.-A,, / 1 / - �: `� 41$4 . ,-. 3 ��. H 1 i 6. PROTECT IRR STATION WIRES. 7. TRAINED f - WITH THRUST BLOCKS PER DETAILS 6&7 ON SHEET C402 156 - -. , +• � ��� � � ALL IRR&RE PRESSURE FITTINGS SHALL BE PROPERLY RES �� �� F- � ci m :-_ � ,�,..1 �A,� , - -- ;. 8. WITH PROPOSED CANOPYCOLUMN,AND COINT CST ENGINEER TION �C 41 ^ CON ,�- �' — �I�� j ®�.,.ie _ THERE IS A CONFLICT.RELOCATION OF CATCH BASIN MAY BE r t s- _® .� 411,,,.41.9� 1< REQUIRED. �. SHEET LEGEND PROPERTY LINE I� I . t E / ,./,‘\\‘ I COMPLETELY REMOVE UTILITY LINE G �� + �% UTILITY RELOCATION WORK LIMITS �, 1 -- �� --- — --,2-3,/ �' \ \\ REUSE EFFLUENT LINE z ro /'' 1 .4 li \\I �f♦1 / m ,� �' IRRIGATION LINE N J EXISTING ..I lJ ^'' / �' w WATER LINE O&M BUILDING ©UTILITY ©UTILITY O ®i RELOCATION 0102 PLAN ' 6, Gy+ S PLAN ENLARGEMENT SANITARY LINE MEN nSD .1- AD; .�- ,�r ) '� ..-t3 _ - _ STORM LME • FP s ' j s i ' \ ' �� FIRE PROTECTION 00 6✓ RD-2 '- t -/ - RD-1 8 LF 4"SD ' ', �, a!' i'l — / I�' ‘1�� : i /�, UTILITY LABEL LEGEND Ei so CONN-1 f f ✓ � CONN 2 O �i PIPET LABEL i , / t' 'so PROPOSED COLUMN, 40!! ,, _ e � SEE SHEET NOTE 8 �>, tl Ui RY LENGTH so 1 ® 'ss (t 1 ��UTIUTYSRE \� 1... • p - & XXLF-XX"XX�—UTIUTY TYPE(SD=STORM DRAINAGE,S=SANITARY SEWER, • 1AkWATER,FP=FIRE PROTECTION) / ti��` A�. , / „ /7,- - 5=X.XX76 R SLOPE(WHERE APPLICABLE) ti ��' = - ).� STRUCTURE TYPE sb -'� /� CALLOUT DESCRIPTION DETAIL REF. Q . .P �, - ., �" AD BO AREA DRAIN i ' ,., • r. BND BEND " � ',/Y,/ 157 SOV BLOW-OFF VALVE - s0 &, CONN CONNECTION T w �7 - V CO CLEANOUT TO GRADE �AA / § SCB SANITARY CATCH BASIN i so 991 7Ss OFFICESED SEDIMENTATION TNAP / , COPY RD ROOF DRAIN.SEE ARCH.PLANS krij '/ • so ' 4, '•/' \ / / / 4./ . �� CI1"Y DOM r , j £ `7'l / REV! �� FOROF CQDETIGARCPLIAI�SCE / �° ,, /6, A, roved: •il �� cf,� PTC: � 4-• � (� __ /1' PAddress: 1,o .5,, ��� 1 fi .}� - �� 0 SCALE 1 INCH•20 FEET ,amm 5�/ 8' Suite#i ^ 1ppED PROFFSf 1e. Ste: g+O��" , 20 0 40 4 4.,' 4 ORO D PRDJ SLEET TITLE: SHEET:12 OF: 201 DWG* DATE: EN DUR AM O&M CIVIL ,�,T D' /,,,,�i- O A THIS BAR IS ONE INCH 2 „�01i SID SET (`_ '. - Rlwa archit2Ct5 BUILDING DATE:11/8/17 0300 4,• 43 O DSN: DWG IF. ♦v .7G[Y __ UTILITY PLAN-OVERALL l� . . + o cMc: CAD FILE x:0006.4JTIL.DWG WHEN DRAWING IS FULL , ' ' REVISIONS A,a„�„m. PLC# NA A 'L„N\p °" " REMODEL SCALE. m,•zon 100%PERMIT SET O.xen�iWe�M.hc .•.e„T ..,wN.,.....£a:•o A.Lie mammal ‘k SCALE:1-.20' REV• DATE ORN Awo 971239379 ,•�,Rw„,,„,, o:swn,.,xs. PH 2 CWS _ DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Onpm .:=o.a�.w. PROJ N:6687 mint top.w,,: v/IV,A T SD STRUCTURE TABLE = T- --7-7,-.7t7-,0 - -- -- -- -_ _ ___ __ _ + 55 5S_ S S _ - _ -- -_ -_ S' Kw -,,-;/' J- . > - SS_.'_ SS SS -- -_ �- ", STRUCTURE W NORTHING EASING T " - - -.- _.. -- " �' ss ss ss as ss --� AD-1 638930.66 7620627.46 .A", '� r ,. ss ss ss- ss ss _ SS ss SD CO-3 _ AD-2 639969.33 7620617.04 J 'in IE 4•IN=151.46(E) .''' -. - - 55 �- LIE BOUT-153.75 M) I AD-3 639993.66 7620617.82 *m«3..- .n s ea^`... .' _ '.`•; `. -. ... , .. 50 LF 65D _ -..: -x-t� x -zx: -11',"-'211-1,,..- S=0.60% xxe+._. .x,, r ,.% x ;._w.«scW.._._X X=x CO-1 639908.83 7620625.50 S=2.00% . ,. . x x -- x-x-x-x x=k=x�--_:.), I - ��� ,k,_,,,,x_x_ CO-2 640016.09 7620606.01 a+---x x--x x-x-x x--x-x-x 0 x x-x x 6' .,,.`.�, '.-"�"--. °^_- all x x�-x- z .. -.-,-- J 4, CO-3 63995247 7620556.28 20 LF-1-1f2-W _.. N 5.74' II_ ©IE STUB 13.75 RDS RD-5 E 6•IN753.35( ... -- r ._. 4 I ! I ..-. 2LF-PSD IErOU1=153.25(E) CO-4 640002.01 7620560.07 -- _ / S="0%D S=26.49% 1 RD-1 639945.36 7620741.20 - 0 20 LF-1-1/2'W _ 1.5• NEW ( ,��' i ' RD-2 639993.p 7620744.26 �I- 30 LF-1-1/21N N © a• CONFERENCE BUILDING 1` e5' i s I _ 17 LF-4'FP 2.27' w RD-3 640001.46 7620616.39 r� t� k. RD-4 639952.42 7620560.28 C I► F� --' _i___,...--,:, qgs '' � O _ -_ _. .` 23 LF-CFP I, ! 50 LF-8"SD �I1 I.75 FF L // / f\ 09-5 639983.94 7620561.19 -. _m �„ . . 485 s 5=1.49% -- / :so XSD-1 639886.92 7620652.74 IL\ • .. XSD-2 639963.58 7620624.1257's c000-3 640023.48 7620635.06 _ „ �' r'' 1 C , , , $ L SD CO-2 ,. "" r:� ? V. Gp-,,,.*. \I 46 LF-85D 0 `I IE 8•IN 15219 S ' _ `'°. 1. "moi:.: .n``es" r �' . 'x`' '..' S46.50% �`1 OUT 15249(NE) = 1�- :' , v.-0,--Lw,!....,,,,, ,. I® ... . , ,, ..../ s II i , . .41 01. is N. .. 6 - - & ,, 6\.: 1s � ,r \ i „I.\ - , so CO-1 �� _,-,... 1;- _1 \..; SD BND-1 p r op,...x_ • IE 8'IN=153.03(SE)�_� - - .,� es ff8'OUT"153.03(N) .\;� • -/ \��& - 1, - - - - 61 LF-6 �".. .� L SO R0.9 y;; . �. - - 61 LF-8•SD ^"� .� - �- / h 51P-4SD' 28 LF ©. r-1 E 14 LF��T ► ® `'� <� \ �0 7 _ SDAD-1 11 / 'x-51 i'' �e � b -e �� - D G / R=156.30 I �/ SD AD-2 r:.. 9 / 9 I 1N=155.35(SE) VR RIM=156.38 - \ - / 95 s so% • '�� �i !a IE P 01T=154.46(W) / IE i 8=192.72(s) "/ ?�. .' / 7 l IE 4.94=155.46(N) I"1 SD XSD-2 RIM=156.40 DvG ErOUT=152.72(N) x8D' _ � v 4 151.Bs 484=155 50(NW) �� BND-2\CONNECT TO EX.6'WYE IEC OUT=152.71(W) tE=152.Ot / ?- � .'+. I It - , S=0.50% �i ' C EXISTING , s, • '• `-,- ciO&M BUILDING ESXD3 -,I 1 ,, F so xso-1^ I c \ t` j/ 9:8'=153.23• I \ '' , , a C IO r s \ �n,. �� aG \IP' -'-' __ D s O UTILITY PLAN ENLARGEMENT SCALE:1'=10' m SHEET LEGEND UTILITY LABEL LEGEND KEY NOTES SHEET NOTES -- PROPERTY LINE PIPE LABEL O FRENCH DRAIN,4"PERF.PIPE LENGTH AS SHOWN 1. MOST UNDERGROUND UTILITIES SHOWN ARE FROM 1995 OBM FDBUILDING UTILITY PLAN SHEET G-7&E-2 AND SHOULD NOT BE COMPLETELY REMOVE UTILITY LINE UTILITY LENGTH FP ASSUMED TO BE COMPLETE OR ACCURATE. CONNECT TO FIRE PROTECTION SYSTEM.SIZE AS NOTED.SEE UTILITY RELOCATION WORK LIMITS r-�UTILITY SIZE O PLUMBING PLANS FOR CONTINUATION. 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE \\\` REUSE EFFLUENT LINE XXLF-XX"XX UTILITY TYPE(SD=STORM DRAINAGE,S=SANITARY SEWER, O CONNECT TO WASTE LINE.SEE PLUMBING PLANS FOR CONSTRUCTED PER DETAIL 1/C402. W=WATER,FP=FIRE PROTECTION) CONTINUATIO N.SIZE AND AS NOTED. WATEIRRIGR LINE LINE S=X.XX9L SLOPE(WHERE APPLICABLE) O CONNECT TO COLD WATER SYSTEM.SEE PLUMBING PLANS FOR 3. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. CONTINUATION.SIZE AS NOTED. W WATER LINE STRUCTURE TYPE 4. CAP AND MARK ENDS OF DEMOUSHED IRRIGATION LATERAL LINES O CONNECT TO STORM DRAIN/ROOF DRAIN.SIZE AND IE AS NOTED. WITH 2X4 STAKE Q CALLOUT DESCRIPTION DETAIL REF. 9 S SANITARY LINE AD AREA DRAIN ® 1 CONNECT TO STORM DRAIN/ROOF DRAIN FROM EX.BUILDING ROOF. 5. PROTECT IRRIGATION STATION WIRES SD FP STORM LINE BND BEND SIZE AS NOTED.IE ASSUMED,CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. BOV BLOW-OFF VALVE 11 UTILITY CROSSING.PROVIDE 12"MIN.CLEARANCE,U.N.O. FIRE PROTECTION CONN CONNECTION ® O CONNECT TO EXISTING 8"WATER SERVICE.CONTRACTOR TO VERIFY V CO CLEANOUT TO GRADE 1 IE PRIOR TO CONSTRUCTKNN. SCB SANITARY CATCH BASIN i SED SEDIMENTATION TRAP ® CONNECT TO EXISTING 8"SANITARY SERVICE USING LATERAL 13.154" RD ROOF DRAIN.SEE ARCH.PLANS O2 CONNECTION.SLOPE AT MINIMUM OF 2%BEFORE LATERAL `E<\ED PROFFS,r CONNECTION.CONTRACTOR TO VERIFY IE PRIOR TO CONSTRUCTION. �We�S W+6'/ q°, III icrIffaR� PRo4 NAME: SHEET TITLE SHEET:14 0F: 201 DwD4: �", DATE DURHAM O&M CIVIL D;. /` NI DSO: DWG THIS BAR IS ONE INCH 2 11�" sosErC. `___41 mwa architects BUILDING DATEPIM 11/7/17 - C302 'T� cv r .77CCi[VVAL.ZLJI UTILITY PLAN cwt: CAD FILEr0006-UTIL.DWG WHEN DRAWING IS FULL + 6rrno" REVISIONS ENLARGEMENT PLc r. NA 'y�A111e " REMODEL SCALE. 6/19/26" 100%PERMIT SET ssaOar gsnit�eet is slat. '^atInOda • „�..x=.....w.ssoo A.1.10. e APPD: SCALE:1"=20' REV I DATE DRN PPP° DESCRIPTION 2550 SW H6hEoro Hwy. Hillsboro,Oregon 97123-9379 '^ '�•'."'_"^" •�, ' PH 2 .6687 • 1 501'35'36 E tjS g r SHEET NOTES � 1. MOST UNDERGROUND UTILITIES SHOWN ARE FROM 1995 O&M __ i- •�� BUILDING UTILITY PLAN SHEET G-7 6 E-2 AND SHOULD NOT BE lana I_. .W a �- I `gam s..- -- - - _ - __ ASSUMED TO BE COMPLETE OR ACCURATE. / \% 55 "Sd -. SS— _55 SS SS SS 'SS 55 SS SS_ ss 5S _ ss ‘ss r r _ ' r I _ _ � � 's � ��� _ � � % '�, 2. ON-SITE PIPE BEDDING AND BACKFILLFOR ALL UTILITIES SHALL BE �� - -- �` i,.»�» �s l - � _,•,..„,_ _ .. x —���-��"..'r- z-=-'T'�x_�., z=x—>t—vim,_... ���_R'����_'�'�'-�n--��,x'=r'. �w �s` :___yv- CONSTRUCTED PER DETAILI/C402,w,. . _ -- - _ _ - %—X—v—v—X v x— 3. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. terq1 '" � rNEW ; , g �'I CONFERENCE ( `� )16,,,,L,-„,,,- -_ — +� , ( 1 i p t. 4,-,,,,,.___ 4. 6'IRR d 24-RE LINES TO REMAIN IN SERVICE BETWEEN MAY 1ST AND /x" C=1. �� y5 ! I II OCTOBER 31ST. r> 'X �z% d BUILDING ..-.�,r'�----;- _ +- �-, z. .. > 4, - ....+E . -I --" �r, _ _ :V- ur _< , x,'--7: 7 144, 4j 5. MARK ENDS OF DEMOLISHED IRRIGATION LATERAL LINES WITH 2X4 t vs , ►`' ,Ilitpt �; �. '�» � iL-,-;:: i).1-:- P `1.rit^ �� / STAKE. 11 / ` 1 ' s 6. PROTECT IRR STATION WIRES. s I �� IF i.1 �dr r'll 7. ALL IRR 8 RE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED �`" -----.'""7 :; -q`. `• � `% _ WITH THRUST BLOCKS PER DETAIL S 6&7 ON SHEET C402 l 9 1 a • `es'�1��` nt�l 1 -tt - 3 f 1 U s > „� Q� _—/ / ��"s in -, J, i 8. CONTRACTOR TO FIELD LOCATE CATCH BASIN.CONFIRM LOCATION �` ,. I . "- 1 �}� `- �� ,� \�,� �; - - - li ���� / � �� -�� / �Ai. „� �� �� `" � WITH PROPOSED CANOPY COLUMN,AND CONTACT ENGINEER IF , / 4 r 4" : ,. V .� 1I �a - _._ ' THERE ISA CONFLICT.RELOCATION OF CATCH BASIN MAY BE •„, <... ®' /% "1� .�._,� REQUIRED. n p F 0 4 .�� So \ — SHEET LEGEND \ ( !, /� -- PROPERTY LINE -Nii1 1�� ,��� ��l1 I bar I� ��^ r COMPLETELY REMOVE UTILITY LINE ■T 9 � I�� - UTILITY RELOCATION WORK LIMITS / ` _-_- I 1+ J' `o',•/ h J-- - . / \ \\ REUSE EFFLUENT LINE z V- 14 �1 IRRIGATION LINE N �� ��t EXISTING 1� �/ / , w c� !� ,r WATER LINE o O&M BUILDING ©RELOCATIONITY Aril UTLITY `� + / s _ 0 I ®PLAN ®ENLARGEMENT 6 ,,, SANITARY LINE MEN i '/ icl SD ` ;►Sn i -& STORM LINE o e s n' 1 iS FP V FIRE PROTECTION s i. ; F0 �r P � RD-2” + ' e �; 8LFsrSD ,, " i��; Y` • A-coNN-1 RD-1 \ �' �1 ���� - g5 UTILITY LABEL LEGEND + v ,`� / A.; \so CONN-2 0 6 tai, / s0 PROPOSED COLUMN, �1� (,, , PIPE LABEL i SEE SHEET NOTE 8 1��► / UTILITY LENGTH so l 'ss �f ,t� ��UTILITY SIZE if, + ' & XXLF-XX'XX—UT0.RY TYPE(SD=STORM DRAINAGE,S=SANITARY SEWER, ' \so0 '- /' ', �' W=WATER,FP=FIRE PROTECTION) .i .1,5 ,,.. :/ 1. -e/ S=X.XX% SLOPE(WHERE APPLICABLE) i ,,, ���, '�- `Ti ,,,,- '"iLb.- _ ";® STRUCTURE TYPE so' ' / & CALLOUT DESCRIPTION DETAIL REF. .• \\ AD AREA DRAIN �� BND BEND 0 q 157 110VBLOW OFF VALVE _ '% CONN CONNECTION w `� CO CLEANOUso T TO GRADE — { SCB SANITARY CATCH BASIN ) 4 ggI� r; -Ss SED SEDIMENTATION TRAP ♦ RD ROOF DRAIN.SEE ARCH.PLANS WO \so '\ 8' / / so L5 /'' /Q e / o. I so :-...."---.. 4'3' ' $ E i/ ./..". �� / 1f �� SCALE 1 INCH=20 FEET „,„........,,,...„..1? b' ,1,NEg PROFFs 10/10111 / 0 0 40 b- •a1 OM PM/NAME SHEET 7RLE: HEFT:12 as: 201 `DWGx: F. DATE: DURHAM O&M CML Di ;,/� F. DON: DWG/t. THIS BAR IS ONE INCH 2 111112017 SID SET ci� c __-- 011118 architects BUILDING UTILITY PLAN-OVERALL DATE:11!BnT - .�,,.,�a �v`, r l.ed11JGCVICA ors cwrcEr.0006-UTILDWG WHEN DRAWING IS FULL i amnan �nsaHsH.` REMODEL SCALE. Ou xesaOKaee1 b elm. wrM r.... PLC x: NA 3OO H�4 A.LIG�� .m 20..20 5/10/2017 400%PBIHff SET •0/m•^• =It”ar.u,.0:. cws 6667 nre.40 wil: E/SV19 ArrD: SCALE 1120' Rev x DATE DM Aaw DEBaaPllon 2550 SW Hixboro Hwy. HEeboro,Oregon 971218379 O:,rS® PH 2 �w x: , i SD STRUCTURE TABLE -�-- - -- _ - __ -- -- -- 5 - 55 �~ -- - -- STRUCTURE ID NORIH9IG FASTING � ," - ` y " - - _ ss -,---ss ss ss _ _ ss-- s SS ss -¢' - ss ss AD-1 639930.66 7620627.46 Y ' - ss SS ,-ss y5 I AD-2 639969.33 7620617.04 ( _ __ ._, _ ;. -_ - SD C0-3 SS _ IE 4'IN=15145(E) •-_ -.. -�, _ 1 r „., .. ,x ms.-..„.,,. E6•CUT=153.75(N) 50 LF-6 SD AD-3 639993.66 7620617.82 ems,r"r.�: wx'�n-.ate.' r*'"' •" =='a"�'k '"'r: 'tea u i- --t.. Ix -:.s�ww4�CO-1 638908.83 7620625.50 25 LF-6•RE �. 5=2.00% y / -x- -x-X-z- % _ X�, .: t �,C0-2 640016.09 7620608.01 -. - -x - x-xxr .^- - _ x-x z-z x--x-x z x�xC0-3 63995247 7620558.28 5.74' 1 �I CO-4 640002.01 7620560.07 20 LF-1.1/CW - - ��. RE STUB RL�4'SD RDS 1 SD CO-4 - __ ©E 6•=,53.75 IE r 0uT53.35131 ..- 1 J-1 2 LF•4-SD E 6.OUT=,53.25(E) 1,5" 5=2.00% S=26.49% . / „ 1 4.98• �:. NEW 1. ,, I SY/% RD-1 639945.36 7620741.20 - - 1 0 20 LF 17 LF 4•FP 2.2T' . RD-2 639993.47 7620744.26 < �� 1,rzw n " © a' CONFERENCE BUILDING e� 55' j ( 1 4 RD-3 640001.46 7620616.39 r-� 11 �- 166 75 FF ' RD-4 639952.42 7620560.28 .. < _.Ili j y8� \ '`;. 23 LF-4•FP I 1.1.1.2=1'.-- '' `- O .- 50 LF-6SD 1 / �, RD-5 639983.94 7620561.19 �„ - 485c,. 3 -- L-• - SD XSD-1 639886.92 7620652.74 I __ ISf i: R =1.49% s. i sT) g s 6 0 1 X30-2 639983.58 7620624.12 ) ( _._ �. t'-'-.7„,",* Y�;: � '' � / ' XSD-S 640023.48 7620635.06 n ',-32 IF-4"FP '" �. J, ,y`. a 1., _ ' I 1 =_ _ µ. ri • " = IEr,4=152495 ,,,,n,---;" E+=. g ; �`� ;; 'r..s 3.1 0 !j1 E r OUT=15249(NE)� R N I \ 3 d ) ', lir " arm , _m_ :4 ______,i 2=-:kNP. t`; _ _ 1 r>,,,, .�_ __ter1 so:SD CO-, - 1 .�' 6 LF 4a� so eNo-1 1��A\�� EB•84=153.03(SE) - - •,.,'� 1 �-/A. E e'OUT=153.03(N) '�� \I2/ ;_ _ - EsD RDa . i t 61 LF-85D ��• "'-5=0.50% �' �� 5 J 86S , 1 a 9 .� i.'`\ s �� �' /' SD AD-t 28 LF 0 I !: 14 LF it �.`I r, r .► �� ---, 6, 9 G _ RNM,56.30 ,N ! "' f ' y �` / E 4.90155.35(SE) 1 f 166"156.36 1 O /� 35 LF-8-SD � l E 4.OUT=154.46(W) 1 / E 8•IN=152.72(S) 'i „',, 40 /C 5=dS0% J '" ,5 LF ID !, ��/' E 4•IN=155.48(SE) SD AD-3 �� ".•'�. .- //' IE 4'9 155.4E(N) r-‘SD XSD-2 RIM.156.40 SD BN62 E 8•our=,5z.72(N) 'E 4•=±52.8± E 4.84=±55.50 MI'✓1 \ ` �. CONNECT TO EX.6'WYE .►<. , Ir 1\ E8•our=152.71(W) `-.N. - IE=152.0± G �, 1 ,, sLFs"SD •20 / ,� N� � s=o.ao% �j` �. l \c EXISTING �^*,,, sb c 4 O&M BUILDING soxsa3, '' Z _- // E 4•=,52.62 v - SD XSD-1 f` I C / E6•=,53.22' ► S' , , %1 lelleC '''''''''''''I''' 1444 7 ' 6'-'4 4'1°'': '''' \Pr .7 c N OUTILITY PLAN ENLARGEMENT el SCALE 1'=10' SHEET LEGEND UTILITY LABEL LEGEND KEY NOTES SHEET NOTES PROPERTY LINE .11 -- PIPE LABEL FD FRENCH DRAIN,4'PERF.PSE LENGTH AS SHOWN 1. MOST UNDERGROUND SHOWN ARE 1 i COMPLETELY REMOVE UTILITY LME 995 O&M BUILDING UTLITY PLAN SHEETSHEET G-7&E-2 AND SHOULD NOT BE UTILITY LENGTH /';\., PLUMBING PLANS FOR CONTINUATION.CONNECT TO FIRE PROTECTION SYSTEM.SIZE AS NOTED.SEE ASSUMED TO BE COMPLETE OR ACCURATE. i ......= ,= ..... UTILITY RELOCATION WORK LIMITS I-7MC UTILITY SIZE F2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE \\\` \ REUSE EFFLUENT LME (XXLF-XX"XX-UTILITY TYPE(SD=STORM DRAINAGE,S=SANITARY SEWER, O CONNECT TO WASTE LRJE.SEE PLUMBING PLANS FOR CONSTRUCTED PER DETAIL 1/C402. W=WATER,FP=FIRE PROTECTION) S CONTINUATION,SIZE AND E AS NOTED. IRRIGATION LINE S=X.XX% SLOPE(WHERE APPLICABLE) O CONNECTCONTINUATITO COLDN.SIZE WATERAS SYSTEM.NOTED. SEE PLUMBING PLANS FOR 3. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. O N STRUCTURE TYPE 4. CAP AND MARK ENDS OF DEMOLISHED IRRIGATION LATERAL LINES WATER LINE CALLOUT DESCRIPTION DETAIL REF. O CONNECT TO STORM DRAIN/ROOF DRAIN.SIZE AND IE AS NOTED. WITH 2X4 STAKE imemis S SANITARY LINE AD AREA DRAIN CI) , CONNECT TO STORM DRAIN/ROOF DRAIN FROM EX.BUILDING ROOF. 5. PROTECT IRRIGATION STATION WIRES SD STORM LINE BND BEND SIZE AS NOTED.IE ASSUMED,CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. FP BOV CONN BLOW-OFF VALVE H UTILITY CROSSING.PROVIDE 12"MIN.CLEARANCE,U.N.O. FIRE PROTECTION CONNECTION CLEANOUT TO GRADE ® CO O IE CONNECT TO EXISTING r PRIOR TO CONSTRUCTION. SERVICE.CONTRACTOR TO VERIFY SCB SANITARY CATCH BASIN -� - SED SEDIMENTATION TRAP ® CONNECT TO EXISTING 8'SANITARY SERVICE USING LATERAL '0-7 RD ROOF DRAIN.SEE ARCH.PLANS 02 CONNECTION.SLOPE AT MINIMUM OF 2%BEFORE LATERAL �\S`ppESD PROFEf�� CONNECTION.CONTRACTOR TO VERIFY IE PRIOR TO CONSTRUCTION. .t. %$ / ' ORT/ PUFWNAME: SNEETTRLE t»Eer:14 0F: 201 DWOR DATE:el IN DURHAM O&M CIVIL D ;�~ 55 DS" DWG THIS BAR IS ONE INCH = '+�01T &D SET NI "N"3.architects UTILITY PLAN DATE 11/7/17 - , Cl r BUILDING C302 "1'aQ� WHEN DRAWING IS FULL + 4Q2IY0+T ENLARGEMENT PLC S: NA •'"v4 A.I)5* oil( DADFnt=.4:0005d1TIL.DWG o.r4...I6u4.Irs1S.7. """"' REMODEL SCALE. snwmn 100%PERMTSET .a�s� ..P".R..K.s,.. .- MPD: SCALE:1"=20' REVS DATE DRN MPD DESCRIPTION 2550 SW Hisboro Hwy. HBMEDro,Oregon "m.mm 97123.9373. "'WO•1Q1°3O1 •:""„".«•' PH 2 PRw E:6687 COR,TCP4O.: WW 18