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Plans (50) FPS2017 -00197 ( 1/2 ) r s aon - d0 1 9K L: Of i� IIQ SS SW ��,L w RIVER TERRACE EAST MULTIFAMILY a_ Of LLJ LLJ o' w a Elf J Z o REVISION m IMPROVEMENT PLANS FOR REVIEW / APPROVAL a = v rw_- R FOR REFERENCE ONLY (NOT PART OF PERMIT; j WILL NOT BE INCLUDED WITH AS-BUILTS) City of Tigard o - TIGARD OREGON v []=NOT INCLUDED Appr ved Plans ! m > > BY Dahl _JL4 _ ® a_ a_ a_ SHEET INDEX: m ® X X X C 0.0 COVER SHEET o o N �• ® APPLICANT X X X C 0. 1 GENERAL NOTES OFFICE COPY 3 ® NAME: POLYGON WLH, LLC X X X C 0.2 CITY OF TIGARD GENERAL CONDITIONS mm CONTACT: CHRIS WALTHER ADDRESS: 109 E. 13TH ST. OVERALL PLANS CITY OF TIGARD VANCOUVER, WA 98660 X X X C 1 .0 EXISTING CONDITIONS PLVI OR COD CE R X R C 1 . 1 OVERALL SITE PLAN AA PHONE: (503) 312-6213 R X X C 1 .2 COMPOSITE UTILITY PLAIVA"T ved: [ �� 9SN e� ® R X R C 1 .3 OVERALL GRADING PLAN [ o ul X X R C 1 .4 PREL I M I NARY PLAT Permit - - z 0 OWNER R X I R I C 1 .5 FIRE PROTECTION PLAN Ad_ - W TAX LOTS 1400 & 1401 : ARBOR ROAD, LLC GRADING PLAN Suite#: Date: _ � ® X X R C 2.0 SITE LAYOUT A w X R C 2. 1 S I TE LAYOUT B Egg! X R C 2.3 S I TE LAYOUT D WJ CIVIL ENGINEER/SURVEYOR/PLANNER/ARCHITECT X C 2.3A PEDESTRIAN RAMP ENLARGEMENT NAME: OTAK INCORPORATED X R R C 2.4 STORMWATER DETENTION BASIN PLANNER: LI ALL I GOOD RECEIVE ENGINEER: KYLE CH I LDERS, P.E. DRAINAGE PLAN ARCHITECT: BEN BORTOLAllO R X C 2.5 LAYOUT A - ---- SURVEYOR: M I KE SPELTS, PLS R X C 2.6 LAYOUT B L ®� ADDRESS: 808 SW TH I RD AVENUE, SU I TE 300 R X C 2.7 LAYOUT C JAN 1 $ 2018 PORTLAND, OR 97204 R X C 2.8 LAYOUT D CITY OF TIGARD PROJ PHONE: (503) 287-6825 X R R C 2.9 STORM WATER FAC I L I TY OUTFALL `-'ILDINGDIVISIO,V FAX: (503) 415-2304 SITE PLAN LX C 3.0 LAYOUT PLAN A 00 - X C 3. 1 LAYOUT PLAN B T VICINITY MAPC 3.2 LAYOUT PLAN C N.T.S. TRANSPORTION ENGINEER X C 3.3 LAYOUT PLAN D NAME: KITTLESON AND ASSOCIATES, INC. CONTACT: JULIA KUHN UTILITY PLAN 1-4R X C 4.0 LAYOUT PLAN A �_- ADDRESS: 610 SW ALDER STREET, SUITE 700 R X C 4. 1 LAYOUT PLAN B r --� PHONE: 503 PORTLAND,0� 097205 R X C 4.2 LAYOUT PLAN C r FAX: R03� -523273-8169 R X C 4.3 LAYOUT PLAN D O gN i IMPROVEMENT DETAILS �--+ RX C 5.0 PVT.STREET DETAILS E-1 ENVIRONMENTAL CONSULTANT R X X C 5. 1 PVT.STREET DETAILS NAME: ANCHOR QEA X R X C 5.2 STORM & SEWER DETAILS Z CONTACT: GREG SUMMERS X R X C 5.3 STORM STRUCTURES DETAILS O ADDRESS: 6650 SE REDWOOD LANE, SUITE 333 X R X C 5.4 MISCELLANEOUS CLEAN WATER SERVICES DETAILS PORTLAND, OR 97224 R R X C 5.5 WATER SYSTEM DETAILS _ _ C 5.6 WATER SYSTEM DETAILS -------- PHONE: 503 4 I FAX: R03� 670- 1108 X X X 670- 1 128 > E-1 LANDSCAPE PLAN W UD GEOTECHNICAL ENGINEER x L 1 . I LANDSCAPE PLAN -- L 1 .2 LANDSCAPE PLAN NAME: GEODES I GN, INC X L 1 .3 LANDSCAPE PLAN zw t SvgS� CONTACT: SHAWN D I MKE, GE, PEX L 1 .4 LANDSCAPE ENLARGED PLANS ADDRESS: 15575 SW SEQUOIA PARKWAY, SUITE 100 X L 2. 1 PLANTING DETAILS 0 w Z PORTLAND, OR 97224 X L 2.2 LANDSCAPE DETAILS O PHONE: (503) 968-8787X L 2.3 LANDSCAPE DETAILS W �\\ ,_ X L 2.4 LANDSCAPE DETAILS Z �` X L 2.5 LANDSCAPE DETAILS X PICNIC SHELTER DETAILS ui L 2.7 ANDSCAPEDETAIO F-•`I SITE INFORMATION X R LS 1 . 1 WATER QUALITY FACILITY LANDSCAPE PLAN CITY OF TIGARD, OREGON LS 1 .2 WATER QUALITY FACILITY PLANTING NOTES AND DETAILS 0 W 2S1W 06, TL 1400 AND 1401 X R LS 1 .3 WATER QUALITY FACILITY PLANTING PLANS W -I - - 5.26 ACRES X LS 1 .4 WATER QUALITY FACILITY PLANTING DETAILS a F- -r X LS 1 .5 WATER QUALITY FACILITY PLANTING NOTES AND DETAILS �Ny ZONE: R-25PD (RIVER TERRACE COMMUNITY PLAN) X TC I TREE CANOPY AND SOIL VOLUME PLAN W F�-�--11� TC 2 TREE CANOPY AND SOIL VOLUME PLAN W Oof - X TC 3 TREE PRESERVATION AND REMOVAL PLAN 10-4 �It 0 X X EC-0.0 EROSIONOE CONTROL GENPRAN NOTES = U U I'I I X X EC- 1 .0 CLEARING AND DEMOLITION PLAN CALL BEFORE YOU DIG X X EC-2.0 BUILDING CONSTRUCTION Z EC-3.0 DETAILS • , Cq PROJECT 1-800-332-2344 X X EC-3 .1 DETAILS 0 SITE ;- z WALL PLANS \A ATTENTION EXCAVATORS: OREGON LAW REQUIRES X P 4.0 MSE WALL DETAILS F i [] R X P 4. 1 WALL "B" AND "D" PLAN AND PROFILE 0 Q \ COMPLIANCE WITH OAR 952-001 -0010 THROUGH OAR X P 4.2 WALL "E," "F," "N" AND "X" PLAN AND PROFILE 952-001 -0090. THESE RULES MAY BE OBTA I NED BY HanmiGlobal Partner X P 4.3 WALL C, M AND W PLAN AND PROFILE /r CALLING OREGON UTILITY NOTIFICATION CENTER 808 SN 3rd Ave., Ste. 300 P 5.0 DETENTION BASIN FACILITY WALLS PLAN AND PROFILE W Portland, OR 97204 E \ \ 503-232- 1987. CONTRACTOR MUST NOTIFY THE X X Phone: 503 287-6825 � "" X'"�\\\.�' " � WALLS A, R, SI, S2, AND R CENTER AT LEAST TWO WORKING DAYS BEFORE, BUT Fax: ((503) 415-2304 NOT MORE THAN TEN DAYS BEFORE, COMMENCING X S1 .0 WATER QUALITY FACILITY CIP STRUCTURAL WALL DETAILS Z www.otak.com - 1 EXCAVATION. X SI . I WATER QUALITY FACILITY CIP STRUCTURAL WALL DETAILS = 17857 C17857C000 Cq S1 .2 WALL B CIP STRUCTURAL WALL DETAIL SITE MAP X Project No. Drawing No. S1 .3 WALL D CIP STRUCTURAL WALL DETAIL N.T.S. X S I .4 WALLS E, F AND N C I P STRUCTURAL WALL DETA I LS C O O S I .5 WALL M CIP STRUCTURAL WALL DETAIL Sheet No. 0 ©Otax, Inc. 2016 w z J Z EX WASHINGTON COUNTY - �� _ OHL—...__..— OHL 4'661••.1—__ — "— — — — RIGHT-OF-WAY - - �Ho oHL d oHL oHL :s 0 N � o° / �x0 _ — _ EX WASHINGTON — 40' 0' 40' 80, o Z — �-- COUNTY z o R/W TO BE DEDICATED RIGHT-OF-WAY — o s r TO WASHINGTON SCALE IN FEET 2� o (� COUNTY 10' TRACT/ \ / TRASH PUBLIC p p �, Fp - _ ENCLOSURE a ---- - --- x,- ------ ,-._ ...__ UTILITY ESMT __._ . 'm N , RETAINING WALL - X --� ,,, — ._ :, o o N CAUTI�IGAS _ _ _ —r— — - -_ — i R ,. / PROTECTED IN �— PLACE — iFW FN — — iANOSD SW ROY ROGERS ROADWAY Jn a / n ♦• i r- l I . I �F� S o WIDENING IMPROVEMENTS t / '�'�♦♦ O �� I I I BLDG H x w (BY OTHERS) i ♦ :� 12 UPHILL PLEX x W� o Q+ p ♦ . .- . - __ 10' PUBLIC �-- i Z ,� ro = N ♦ PLAYGROUND ( D r �N ACCESS WASHINGTON COUNTY j _ I c RIGHT-OF-WAY BLDG D EASEMENT I : I - 2 o Q a' cii♦ %10 00 12 DOWNHILL I. - O 00♦ /i . TRASHPLEX/ ♦ i j i I ENCLOSURE 1 ♦ x to 40 DETENTION U i � { TR SH \ ,I POND 1 1. - 1 - Q ENxLOSURE Ln t� 11:711. ��p \ / 1 ( BLDG " z Q e g, u1 BLDG B _ 21DOWNHILL I I 22 UPHILL PLEX 1 PLEX D a j CLUBDHOUSE C 1 ! BLDG J D x PGE L D r , I 21 UPHILL PLEX SUBSTATION SNa ;. BLDG E 21 DOWNHILL ` PLEX I I CID �•Q n I gg,� 0c PGE 0 GROUNDING T >..4GRID � � I N INSTALL \ IRRIGATION METER �, A d 1 C _ �. x x x - FOR POND , C \ POOL 12 UPHILL PLEX I 12 DOWNHILL BLDG GI 0 1 i C _ / \ I �:- PLEX G \ L 1�1 r LJ o y�P \1� \ \ ®® - L0 rN SD ' �. TRACT 'V' PER DOCUMENT PW 9WINSTALL r — _ — — — — — — — — — — — — — _- --_�_ — — — — — f j APRIL 0112 20173, DATED O - - - r — — — 1 > IRRIGATION METER ��__ - - - - _ _ I WETLAND . I `+ ®�® LINOPERTY I ENCLOSURE pP P w e� PROJECT / CONNECT TO EX A �d J d A A E!41 OAST BOUNDARY � I I W w �' �' I I I ACCESS EASEMENT OVER I \ SEWER LATERAL l�j �J�I rla Pl��l1 P11i TRACT 'U' PER DOCUME i I . I ENTIRETY OF PROPOSED / =J J�ydI J I I RIVER TERRACE EAST TRACT B w Z Z J. ACCESS EASEMENT OVER P�P� NO. 2017029193, DATED r �10M 11CA� J M APRIL 12, 2017 DCDA I - I TAP EXISTING WTR LINE. v 0 ENTIRETY OF PROPOSED CD N / / RIVER TERRACE EAST TRACT A DCVA COORDINATE WET TAP WITH I I Ld 0- CITY OF TIGARD WATER DEPT. I O fY z LEGEND ! EXISTING FH. I C o WATER `--- EXISTING PROPOSED ; xss xss --xss xss xss-- S xss METER W w ss__ xs — ` � --- asx — asx asx g AVT3 xss PUBLIC STORM LINE ST SDS — asx asx asx asx a Q NSTALL GATE xs ^ s es ---xss ` Q _ (BY OTpEFx �x _a . TA , EXISTING WiR LINE xss -- xss xss 5 r STORM MANHOLE pD ® asx _--- w -- w- — _ o �- w' -- w s M — �, A Atvd• INSTALL``GATE VALVE asx asx -asx --asx— OLd - M - M - GOORJ)INATE WET TAP WITH _ STORM CATCH BASIN — m `�m CITY (7 TIGARD WATER DEPT. -x - M P, O STORM CLEANOUT ® GENERAL UTILITY NOTES �- a W o 0 % PUBLIC SANITARY LINE SA SS 1. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE � � 1 �� SANITARY MANHOLE O ® AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. J= _ Q SANITARY CLEANOUT © 2. FOR HORIZONTAL AND VERTICAL INFORMATION SEE UTILITY CAUTION!! LOCATION OF EX UTILM U U LAYOUT SHEETS. ON nM PLANS ARE APPROMATE PUBLIC WATER LINE WA W 0 3. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITIES AND SAL �� PRIOR Q • , PRIVATE DOMESTIC CONSTRUMON PRIOR TO CONSTRUCTION OR EXCAVATION. PRIVATE FIRE WATER LINE 4. FIRE DEPARTMENT CONNECTIONS ARE TO BE BUILDING z a WATER VALVE MOUNTED PER PLUMBING PLANS. � WATER BLOWOFF T 5. ALL ONSITE PRIVATE TRAPPED CATCH BASINS ARE TO BE a LYNCH TYPE CATCH BASINS. HanmiGlobal Partner 11 FIRE HYDRANT Ak 6. ALL PRIVATE FIRE HYDRANTS SHALL BE RED IN COLOR. ♦R 808 SW 3rd Ave., Ste. 300 v Portland, OR 97204 fY+ Phone: (503) 287-6825 POWER Y. ELECTRIC LINE rvn W Fax: W (ottak.com2304 STREET LIGHT - Q 17857 C17857C102 WATER METER ❑1 Z Project No. Drawing No. GAS LINE — C1 . 2 Sheet No. TELEPHONE LINE - a ©Otek, Inc. 2016 1 ( w 1 v 1 I 141 LF ' SEE SHEET C 4. : 3E 1 TRACT U PER DOCUMENT � x c o NO. 2017029793 DATED APR I L 12, 2017 L 6� SSC01A .. ; SSMH2 � ~ 6 6� 1L11� :! - -- - - - DRI VEWAY B STA: 10+87.50 d __ DR I VEWAY A STA: +34.04 Q a - RIM= 281.66 g of 120.30 LF 8" SS 1 1 RIM= 283.79 �� o z ` 1 ( S=0.0383 IE IN= 274.83 (8 N) �� ,� �� o SSLA 1 \ \\ d- a a I E I N- 275.88 8 W) I E I N= 275.1 I 8" W � �� 0 0 a v 1 ( ) 11111) 0 o , \ \ _ .. ...° , , IE IN= 276.01 6 S , --. - - o I z ;. ( ) 1 1 E OUT= 274.63 (8 S) y \ \ SSC01 g Z o \ r \ \ I E I N= 276.01 (6 N) d -- g w \ \ 3 DR I VEWAY B STA: I I+94.68 s � � .� x v, r - \ \ s 1 E OUT= 275.84 (8 E) ° \ \ RIM= 281.94 y o r DRWY B STA: 10+25.74 1 DRWY A STA: 11+31.30 �� o X c $ w o ao \ I E I N= 277.I I (6" NW) a 1 1 � 11111) � �� J I o " „ ® 7.00 L ® 8.00 R `\ �\ 1 E OUT= 276.95 (8" E) 23.71 LF 8 SS 83.47 LF 8 SS� N N \ _ t4..�11 79 50 LF 8" SS - - SD ° 5=0.0100 S-0.0100 5=0.0092 4) 1 DRWY B STA: 10+00.00= I m n i \ \\ \ \ ♦ c s ss ss ss s ss ss N 1 DRWY A STAN I+24.64 �5� \ Lo w 3 WASHINGTON O - \ COUNTY R/W \ \ \ ♦ r 1 - - _...-.� -moo - -_ 1 I 3 \ 'Dv*Cw N A FlD 1 � � o 1 ACCESS EA EMENT VER / ENTIRETY OF PROP SED RI ER 1 TERRACE EA E TRA A \ r, \ / t 14 LF I 1 PROJECT BOUNDARY �� S o DRWY B STAN 1+61.74 1 N \ T) c§ 9 d > N ® 7.00' L <. g Z� p, _ RWY A STA: 11+07.60 52.02 LF 8" SS w \ / ♦ B ® 15.70' L S=0.0817 Q�` O cii �� . ♦� �` • 50 LF I I 136 LF / x �� ♦ ° DRWY B STA: 11+49.32 � 46.92 LF 8" SS ' ® 15.50' L �� S=0.0817 E i o I �. ♦' N 7 S � `\ �■ • I DRWY B STA: 11159.74 ° BLDG A \ o= \ \\ \ ® 55.;�L CLUB HOUSE °• RWY A STA: 10+84.34 Q I ° ® 17.59' L s31. \ p y .a DRWY A STA: 10+35.52 ® 2.71 L 1 „. CONNECT TO 8" SS LATERAL CONTRACTOR TO CONFIRM LOCATION POOL a CONST. PRIOR TO tit �� ♦ ° ° �• ; ' // �RIM=H0285. 1 1 0" \ ♦ .o'. • • A. // IE IN= 266.55 (8" N)_: / IA A A -A SNL O \\ ! _ ' .e_ \^C W oN� WASHINGTON ♦` ! . . / .k333T N F� '. COUNTY R/W \ : ,`. / co \ \ OVER PROPOSED ACCESS EASEMENT r \ �� \ �♦ // / // RIVER TERRACE EAST R/W. T DRWY A STA: I 0+00.00= Q �� •"" // / / Q // STREET A STA: 13+ 16.78 / 51 PRIVATE WATER NOTES 0� CONSTRUCT 6" C900 DOMESTIC WATER LINE AND 8" Q ♦ ��' / / Z C900 FIRE PROTECTION LINE. 12 2 FORE PROTECTION NSTRUCT 4" DOMESTIC WATER PRIVATE LATERAL I NSD STUB \ �� s'X/ / v 5' FROM FACE OF BUILDING. FOR CONTINUATION SEE o cs1 ` PLUMBING PLANS. � CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER �� / .s W C I TY OF T I GARD STD. DWG. 542 SEE SHEET C5.5. / LEGEND m w INSTALL 8x8 x8 CROSS (MJ) WITH 3-8 GATE L)' / SS SANITARY SEWER LINE STORM DRAIN MANHOLE 4 VALVES (MJ) O Z oy / r,i QS SANITARY SEWER MANHOLE O Q INSTALL 6"X6"x6"x6" CROSS (MJ) WITH 3-6" GATE � � � o STORM DRAIN CLEANOUT O VALVES (MJ). �y /� 0 / O SANITARY SEWER CLEANOUT FC FIRE WATER CLOSET bi 5 FW FIRE WATER LINE V O A INSTALL 90° BEND (MJ) / v a INSTALL 45" BEND (MJ). /f s o \\kms % DW DOMESTIC WATER LINE WM WATER METER S • GENERAL NOTES DOUBLE CHECK VALVE W Q Q 8 INSTALL 22.5 BEND (MJ). FW SPRINKLER SERVICE LATERAL DCVA ASSEMBLY I. FOR SEWER AND WATER LATERAL DESIGN DETAILS tY AINSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE �� d �� SEE INSTALLATION CHART THIS SHEET. WS DOMESTIC WATER SERVICE O Q Z LINE DCDA DOUBLE CHECK Ur a 2. FOR PRIVATE WATER AND SEWER GENERAL NOTES LATERAL DETECTOR ASSEMBLY Im P7- CONSTRUCT QZ w 10 CONSTRUCT 8" DOUBLE CHECK DETECTOR VALVE _ 1 SEE SHEET CO.1 ►4� FIRE HYDRANT ASSEMBLY J ASSEMBLY PER CITY OF T I GARD DWG. NO. 533. SEE 55 d 4. SEE LANDSCAPE AND IRRIGATION PLANS FOR a W O O SHEET C5.5. BLOW-OFF ASSEMBLY 1 SLEEVING UNDER PAVED SURFACES. i II CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER i SD STORM DRAIN LINE CITY OF T I GARD DWG. NO. 532. SEE SHEET C5.5. PRIVATE SEWER NOTES 5. SEE ARCHITECTURAL PLANS FOR CONTINUATION Q CONSTRUCT 1}" IRRIGATION METER PER CITY OF SGS OF WATER, FIRE, AND SEWER SERVICES INTO THE �--� U _7 12 TIGARD STD. DWG. NO. 521. STUB 2" IRRIGATION CONSTRUCT 48" STANDARD MANHOLE PER CWS STD. i o BUILDINGS. PIPE 5' PAST SIDEWALK. IRRIGATION DCA AND DWG. 010 SEE SHEET C5.2. Q CONTINUATION OF IRRIGATION SYSTEM BY OTHERS. 6. ALL ONSITE SEWER, WATER AND FIRE WATER IS aD CWSSTD. DWG. 080.IDE DROP SHEETMANHOLE C5.p WITH BOWL PER PRIVATE. Z 13 INSTALL 6X6 x6 TEE (MJ) W/ (2) 6 GV (MJ). 7. SEE STORM DRAIN PLANS FOR STORM DRAIN = • , STUB 8 DOMESTIC WATER LATERAL AND 10 FIRE CONSTRUCT STANDARD CLEANOUT PER CWS STD. DESIGN. O z i 14 PROTECTION LINE 5' FROM FACE OF BUILDING. FOR El DWG. 500 AND 510. SEE SHEET C5.3. CONTINUATION SEE BLDG. PLUMBING PLANS. 8. ALL TEES, BENDS, AND ENDS OF WATER AND FIRE CONSTRUCT 4" SIDE SEWER LATERAL (SDR-35 PVC) SEWER LATERAL INSTALLATION CHART WATER LINES SHALL BE MECHANICALLY �i• Q Yr 15 INSTALL 8 XS XIBTEE W/ (1) 10 x8 REDUCER (MJ). PER CWS STD. DWG. 520. ON SHEET C5.2. STUB RESTRAINED WITH CITY APPROVED RETRAINED HanmiGlobal Partner LATERAL 5' FROM BUILDING FACE. REFER TO LENGTH SLOPE JOINT SYSTEM. LATERAL STATION ALIGNMENT SIZE (IN) MATERIAL IE ® MAIN IE ® END PIPE BEARING �r 808 SN 3rd Ave., Ste. 300 PLUMBING PLAN FOR CONTINUATION. (FT) (FT/FT) P1r Q. 16 CONSTRUCT 8" C900 FIRE PROTECTION LINE. Portland, OR 97204 t CONSTRUCT 6" SDR-35 PVC SEWER PIPE. SSLAT09 10+81.87 DRIVEWAY A 47.1' 6 PVC 270.46 277.46 0.149 S67'47'00"W W Phone: ((03)) 287-6825 Q Fax: 503 415-2304 CONSTRUCT DOMESTIC WATERLINE AND 10" SSLATI O 10+87.52 DRIVEWAY B 25.1' 6 PVC 276.01 276.64 0.025 N2'07'11"E 20' 0' 20' 40' www•otak.com 17 C900 FIRE PROTECT ION LINE. � CONSTRUCT 8 SDR-35 PVC SEWER PIPE. Z 17857 C17857C400 0 I B CONSTRCUT 6" C900 DOMESTIC WATERLINE. n CONSTRUCT SIDE SEWER LATERAL PER CWS STD. SSLATI OA 10+87.50 DRIVEWAY B 31.5' 6 PVC 276.01 276.64 0.020 S2'1 2'04V SCALE IN FEET = Project No. Drawing No. DWG. 520. ON SHEET C5.2. STUB LATERAL 5 FROM /� ) BLDG FACE. REFER TO BLDG PLUMBING PLAN SSLATII 11+70.97 DRIVEWAY B 27.0' 6 PVC 276.76 277.49 0.027 N1'50'20"E 19 END CAP (MJ) I d O FOR CONTINUATION. V SSLATI2 11+94.68 DRIVEWAY B 35.0' 6 PVC 277.11 277.81 0.020 N26'36'S3"W Sheet No. 0 a 0 Otek, Inc. 2016 W Z J Z O H ° a 15 LF a e 16 .. o SEE SHEET C4.2 U - z uj 18 /,\DRWY A STA: 14+40.38 V = I i I8 25 LF 38.10 LF 8" SS / ' \ 0 15.00' R DRWY A STA: 15+68.20 f 38 LF 12 LF 128 LF - - - --- -- - -- O E 7 S=0.0514 a 1 I 1 DRWY A STA: 12+56.63 I s z •= 0 9.16' L ` �d ; 0 25.71' R s h v N - J. ..,. . . , x w a ao C, 31 DRWY A STA: 15+68.11 - - -- O O 7 0 11.27' L I I LF I6 a SSMH03 m o C DR I VEWAY A STA: 12+55.58 1 1 o N t c� 1 SSCO2 8 19 LF a. 00 6 RIM= 289.22 s w DRIVEWAY A STA: 15+57.01 ♦ JC ^o o aQo f 1 E IN= 279.64 (8" W) x c m a p ti RIM= 293. 18 ♦ FW a FW J�- N a D DW 1 I E OUT= 279.44 (8" S) IE IN= 283.88 (8" N) 23 F DW DW N DW D DNN D DW J IE OUT= 283.88 (8 sE) SD so _ DRIVE A sD so7 -47so _ SD �G 1 6 { r - 14+00 - v7 13+00 m Y. oH� ♦ / \� 1 PROJECT x d ON 7 3S SS s SS SS ; BOUNDARY DRWY A STA: 15+48.79 ♦ i a e 8 ° ° . s L. \o�Q� Sd o " ( S s 0 6.03' LLLI p �J 5 r O 1 « 1 1 1 1 1 1 7 ( 100.81 LF 8" SS Ld g 7 - -PROPERTY LINE - - x x � M S=0.0078 ° \ u. 1 _ .m a z_ c� DRWY A STA: 15+48. 13 ♦ Ir 7 0 8.13' L 1 ♦ '' 1 "< 47.96 LF 8" SS �i 1 u-1 ul v. „- 36.61 LF 8" SS 6 S=0.0077 - � �, h Y X ♦ 1 S=0.0078 x o \; 81.26 LF 8" SS 0 ; 1 14 LF t l x d °p SSMH04 S=0.0078 a, I AE T ,1 1 (� �� \ \♦ , u ' DRWY A STA: 13+56.843 , Z ♦ DRIVEWAY A STA: 15+22.20 'Y 0 20.00' L - i 1 ♦ RIM= 292.16 SSC05 N , a� X 3❑DRIVEWAY A STA: 14+05.95 bbl) ♦ 1 E I N= 281.92 (8" NW) \ R I M= 291.68 • DRWY A STA: 13+66.54 p , + 0 ♦ IE OUT= 281.72 (8 E) BLDG B IE IN= 280.80 (8" W) 3 ; \ ; "A M 22 UPHILL PLEX " 0 45.78' L N a y \ IE IN= 280.96 (6 N) 0:0I E OUT= 280.80 8" E BLDG C \ ( ) 6120.30 LF 8" SS 0 12 UPHILL PLEX S=0.0383 W ; TRACT 'U' PER DOCUMENT x 3DRWY A STA: 13+82. 12 0 50.66' L - --NO:20T7029T93, DATED \ WASHINGTON �� APR I L 12, 2017 V COUNTY R/W ICi 1 �a Q SSLA II SEE SHEET C4.0 ° CIO � a 0 s � ( 7,11 cn 3ao II N F� 91 00 r PRIVATE WATER NOTES PRIVATE SMR NOTES LEGEND GENERAL NOTES r CONSTRUCT 6" C900 DOMESTIC WATER LINE AND 8" 1 CONSTRUCT 48" STANDARD MANHOLE PER CWS STD. SS SANITARY SEWER LINE pD STORM DRAIN MANHOLE 0 1 ❑ ~� C900 FIRE PROTECTION LINE. I. FOR SEWER AND WATER LATERAL DESIGN DETAILS � DWG. 010 SEE SHEET C5.2. O SANITARY SEWER MANHOLE @o STORM DRAIN CLEANOUT SEE INSTALLATION CHART THIS SHEET. ACONSTRUCT 4" DOMESTIC WATER LATERAL AND 6" 2 CONSTRUCT INSIDE DROP MANHOLE WITH BOWL PER 2. FOR PRIVATE WATER AND SEWER GENERAL NOTES `+ FIRE PROTECTION LINE FROM PRIVATE MAINS. STUB ❑ 0 SANITARY SEWER CLEANOUT FC FIRE WATER CLOSET Z 5' FROM FACE OF BUILDING. FOR CONTINUATION SEE CWS STD. DWG. 080. SEE SHEET C5.2 SEE SHEET CO.1 PLUMBING PLANS. FW FIRE WATER LINE CONSTRUCT STANDARD CLEANOUT PER CWS STD. WM WATER METER 4. SEE LANDSCAPE AND IRRIGATION PLANS FOR a CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER Q DWG. 500 AND 510. SEE SHEET C5.3. DW DOMESTIC WATER LINE SLEEVING UNDER PAVED SURFACES. CITY OF TIGARD STD. DWG. 542 SEE SHEET C5.5. FW SPRINKLER SERVICE LATERAL DCVA DOUBLE CHECK VALVE Cn INSTALL 8"x8"x8" CROSS (MJ) WITH 3-8" GATE n CONSTRUCT 4 SIDE SEWER LATERAL (SDR-35 PVC) ASSEMBLY 5. SEE ARCHITECTURAL PLANS FOR CONTINUATION PER CWS STD. DWG. 520. ON SHEET C5.2. STUB OF WATER, FIRE, AND SEWER SERVICES INTO THE VALVES (MJ) WS DOMESTIC WATER SERVICE DOUBLE CHECK BUILDINGS. LATERAL 5 FROM BU I LD I NG FACE. REFER TO LATERAL DCDA DETECTOR ASSEMBLY �1 INSTALL 6"X6"x6"x6" CROSS (MJ) WITH 3-6" GATE PLUMBING PLAN FOR CONTINUATION. T W �+ VALVES (MJ). 4 041 FIRE HYDRANT ASSEMBLY 6. ALL ONSITE SEWER, WATER AND FIRE WATER IS W A6 INSTALL 90 BEND (MJ) CONSTRUCT 6" SDR-35 PVC SEWER PIPE. PRIVATE. CONSTRUCT 8 SDR-35 PVC SEWER PIPE. b BLOW-OFF ASSEMBLY 7. SEE STORM DRAIN PLANS FOR STORM DRAIN z INSTALL 45° BEND (MJ). W Z SD STORM DRAIN LINE DESIGN. � g INSTALL 22.5° BEND (MJ). 7❑ CONSTRUCT SIDE SEWER LATERAL PER CWS STD. O 8. ALL TEES, BENDS, AND ENDS OF WATER AND FIRE DWG. 520. ON SHEET C5.2. STUB LATERAL 5' FROM ~ Lv WATER LINES SHALL BE MECHANICALLY �-y O Z 9 3 INSTALL 8x8 x8 BLDG FACE. REFER TO BLDG PLUMBING PLAN TEE (MJ). NO GATE VALVES ON FIRE RESTRAINED WITH CITY APPROVED RETRAINED LINE FOR CONTINUATION. v JOINT SYSTEM. r CONSTRUCT 8" DOUBLE CHECK DETECTOR VALVE ` l) m lAp ASSEMBLY PER CITY OF TIGARD DWG. NO. 533. SEE r SHEET C5.5. Z Q 11 CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER Mr g C I TY OF T I GARD DWG. NO. 532. SEE SHEET C5.5. li 3 12 CONSTRUCT }" IRRIGATION METER PER CITY OF a_ TIGARD STD. DWG. NO. 521. STUB 2 IRRIGATION w Q i PIPE 5' PAST SIDEWALK. IRRIGATION DCA AND CONTINUATION OF IRRIGATION SYSTEM BY OTHERS. J 0 0 13 INSTALL 6"X6"x6" TEE (MJ) W/ (2) s° GV (MJ). SEWER LATERAL INSTALLATION CHART °� g � U LENGTH SLOPE 3 STUB 6" DOMESTIC WATER LATERAL AND 10" FIRE LATERAL STATION ALIGNMENT SIZE (IN) MATERIAL IE 0 MAIN IE 0 END PIPE BEARING 14 (PROTECTION LINE 5' FROM FACE OF BUILDING. FOR ) (FT/FT) CONTINUATION SEE BLDG. PLUMBING PLANS. SSLAT07 14+87.21 DRIVEWAY A 35.5' 6 PVC 281.52 285.88 0.123 N1'40'00"E 5 INSTALL 8"X8"X8" TEE W/ (1) 10"x8" REDUCER (MJ). • P, SSLAT08 14+05.95 DRIVEWAY A 37.9' 6 PVC 280.96 285.84 0.129 N1'52'09"E = z i 16 CONSTRUCT 8" C900 FIRE PROTECTION LINE. SSLAT08A 13+05.13 DRIVEWAY A 34.0' 6 PVC 280.10 285.63 0.162 N1'50'20"E O Y' 317 CONSTRUCT 6" C900 DOMESTIC WATERLINE AND 10" a C900 FIRE PROTECTION LINE. HanmiGlobal Partner 808 SW 3rd Ave., Ste. 300 E 18 CONSTRCUT 6" C900 DOMESTIC WATERLINE. 20' 0' 20' 40' Portland, OR 97204 N LU Phone: (503) 287-6825 19 END CAP (MJ) Fax: (503) 415-2304 SCALE IN FEET www.otak.com Z 17857 C17857C400 "o = Project No. Drawing No. c C4 . 1 Sheet No. 0 a © Otek, Inc. 2016 LLJ O I ' e a Q 1 Z n . . U ui ss ss - ' I o ss -_ S 0= v SEEn O _-S L - - N ( W D O e J W m - - - - - - 0 w d I I I C) - b ^_ L _ - - -- -- -- - - - e - - - sp- - - - sp _ - - - - - �� - -- - - --gp- - - - - - - - - D �� y Z o .� d a P ♦ .'° d a. a 4 e. 1 a d - N d W of 0a d PROPERTY LINE } a o _ I i - - - - QI I _J = m • e .n a 1 Cn Lo a0 _ ° _ c 141�'F �BLDG G91.36 LF 6" SSv 12 DOWNHILL PLEX S=0.0820 0DRWY A STA: 16+76.94 . . +02 7RWY A STA: 19+86.35- ® 54.14' L BLDG F 21 DOWNHILL PLEX ® 23.83' Lo O I - aDRWY A STA: 19+32.15 " N PROJECT BOUNDARY �o�� Sd, N . . . �a ® 14.82' L ��a z IF 45 LF 2 DRWY A STA: 16+74.55 DRWY A STA:9 29.55 I O N = 1 a 1 ® 21.73 L _.._ °_ ® 3.70' L I - ------ - - p o O Q O G SSMH07 w I DRIVEWAY A STA: 19+73.05 i 278 LF 1 a1 / ---R- I M= 303.9196.49 (6" N) i o o DRIVE A k_ IE OUT= 296.29 (6" SW) i `IA-- Md 0 -¢�-- M4 M4 A¢ M4 M DRWY A STA: 19+70.17 I o i Md FW MQ FW Cn FW FW N FW FW v> I s ® 4.38' L 7 I 6 7,DRWY A STA: 16+62.75 - - 7 - - - - ® 24.76' L-1-4 i S SD SD SD SD )i - , - I SS SS SS s SS SS SS SS C7 47.61 LF 6" SS 0 _ 1 oHL V56.61 LF 8" SS 6 101.43 LF 8" SS off oHL '' I i 44.53 LF 8" SS6❑ � T 7 S=0.0050 S=0.0049 E - ■S=0.0050 6N 8600050.44 LF 8 SSJ „ i 1 1 f i SSMH06 A STA: 19+33.70 i Zf SSMH05 I I- i RIM= 301.60 I DRWY A STA: 16+62.81 i DR I VEWAY A STA: 16+66.83 I E I N 92 o ® 21.92' L I i R I M= 300.25 _- ; _ .34 (6" NW) � `. IE OUT= 292.14 (8" W �i IE IN= 290.80 (8" E) :'d SSC03A d I i I E OUT= 290.60 (8" S) ' ' * DR I VEWAY A STA: 17+69.67 3 RIM= 301.21 a i WASHINGTON _IE I N= 291.30 (8" E) i �' COUNTY R/W 112 LF 18 iI 100.78 LF 8" SS 6 IE IN= 291.47 (6" N) ♦ i c S=0.0667 I E OUT= 291.30 (8 W) r 109 LF 16 i btu 1 BLDG D 4. / ILI LL %..- 12 .-- - N rc; i 12 DOWNHILL PLEX ; � b \\ I -- DRWY A STA: 14+18.21 BLDG E '_ 1-'i w r t i I ° LDRWY A STA: 14+29.97 d .'a ® 48. 12' R 21 DOWNHILL PLEX 11� I o 1 ` 2 ® 43.46' R r PRIVATE WATER NOTES ! 1 EE SHEET C4. 1 � � CONSTRUCT 6" C900 DOMESTIC WATER LINE AND 8" � 1 C900 FIRE PROTECTION LINE. A2 CONSTRUCT 4" DOMESTIC WATER LATERAL AND 6" ' FIRE PROTECTION LINE FROM PRIVATE MAINS. STUB 5 FROM FACE OF BUILDING. FOR CONTINUATION SEE I T PLUMBING PLANS. CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER PRIVATE SMR NOTES GENERAL NOTES W W CITY OF TIGARD STD. DWG. 542 SEE SHEET C5.5. INSTALL 8"x8"x8" CROSS (MJ) WITH 3-8" GATE 0 CONSTRUCT 48 STANDARD MANHOLE PER CWS STD. 1. FOR SEWER AND WATER LATERAL DESIGN DETAILS Z VALVES (MJ) DWG. 010 SEE SHEET C5.2. LEGEND SEE INSTALLATION CHART THIS SHEET. 0 INSTALL 6"W'W'x6" CROSS MJ WITH 3-6" GATE 2 CONSTRUCT INSIDE DROP MANHOLE WITH BOWL PER w ( ) ❑ 2. FOR PRIVATE WATER AND SEWER GENERAL NOTES 0 U E VALVES (MJ). CWS STD. DWG. 080. SEE SHEET C5.2 SS SANITARY SEWER LINE © STORM DRAIN MANHOLE SEE SHEET CO.1 Q 6 INSTALL 90 BEND (MJ) 3 CONSTRUCT STANDARD CLEANOUT PER CWS STD. S SANITARY SEWER MANHOLE QO STORM DRAIN CLEANOUT 0 Z ° ❑ O 4. SEE LANDSCAPE AND IRRIGATION PLANS FOR INSTALL 45° BEND (MJ). DWG. 500 AND 510. SEE SHEET C5.3. SANITARY SEWER CLEANOUT FC FIRE WATER CLOSET SLEEVING UNDER PAVED SURFACES. g V C) n4 � ° 4 CONSTRUCT 4" SIDE SEWER LATERAL (SDR-35 PVC) FW FIRE WATER LINE 5. SEE ARCHITECTURAL PLANS FOR CONTINUATION Of 8 INSTALL 22.5 BEND (MJ). W PER CWS STD. DWG. 520. ON SHEET C5.2. STUB WM WATER METER OF WATER, FIRE, AND SEWER SERVICES INTO THE Z F- S INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE LATERAL 5' FROM BUILDING FACE. REFER TO DW DOMESTIC WATER LINE BU I LD I NGS. _ Ag LINE PLUMBING PLAN FOR CONTINUATION. DOUBLE CHECK VALVE O g 0 w FW SPRINKLER SERVICE LATERAL DCVA ASSEMBLY 6. ALL ONSITE SEWER, WATER AND FIRE WATER IS A CONSTRUCT 8" DOUBLE CHECK DETECTOR VALVE CONSTRUCT 6" SDR-35 PVC SEWER PIPE. PRIVATE. r', O ASSEMBLY PER CITY OF TICARD DWG. N0. 533. SEE WS DOMESTIC WATER SERVICE DOUBLE CHECK M-+--4 SHEET C5.5. LATERAL DCDA DETECTOR ASSEMBLY a CONSTRUCT 8" SDR-35 PVC SEWER PIPE. 7. SEE STORM DRAIN PLANS FOR STORM DRAIN I I CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER { 4 FIRE HYDRANT ASSEMBLY DES I GN. o CITY OF TIGARD DWG. N0. 532. SEE SHEET C5.5. 7 CONSTRUCT SIDE SEWER LATERAL PER CWS STD. W F= DWG. 520. ON SHEET C5.2. STUB LATERAL 5' FROM �j BLOW-OFF ASSEMBLY 8. ALL TEES, BENDS, AND ENDS OF WATER AND FIRE U E) V) CONSTRUCT 1}" IRRIGATION METER PER CITY OF BLDG FACE. REFER TO BLDG PLUMBING PLAN WATER LINES SHALL BE MECHANICALLY 12 TIGARD STD. DWG. N0. 521. STUB 2" IRRIGATION SD STORM DRAIN LINE RESTRAINED WITH CITY APPROVED RETRAINED ° FOR CONTINUATION. i PIPE 5 PAST SIDEWALK. IRRIGATION DCA AND JOINT SYSTEM. m W CONTINUATION OF IRRIGATION SYSTEM BY OTHERS. 0 • , 13 INSTALL 6"X6NIS" TEE (MJ) W/ (2) 6" GV (MJ). z W a 7 STUB 6" DOMESTIC WATER LATERAL AND 10" FIRE 6 14 PROTECTION LINE 5' FROM FACE OF BUILDING. FOR CONTINUATION SEE BLDG. PLUMBING PLANS. O a 15 INSTALL 8"X8"X8" TEE W/ (1) 10"x8" REDUCER (MJ). SEWER LATERAL INSTALLATION CHART kyr HanmiGlobal Partner LENGTH SLOPE ♦��iRR• 808 SN 3rd Ave., Ste. 300 I6 CONSTRUCT 8" C900 FIRE PROTECTION LINE. LATERAL STATION ALIGNMENT SIZE (IN) MATERIAL IE ® MAIN IE ® END PIPE BEARING 20' 0' 20' 40' V Portland, OR 97204 (FT) (FT/FT) Phone: (503) 287-6825 Fax: (503) 415-2304 17 CONSTRUCT 6" C900 DOMESTIC WATERLINE AND 10" SSLAT04 18+71.10 DRIVEWAY A 33.0' 6 PVC 291.89 296.53 0.141 N1'49'30"E SCALE IN FEET W www.otak.com C900 FIRE PROTECTION LINE. N SSLAT05 17+69.67 DRIVEWAY A 31.5' 6 PVC 291.47 296.53 0.161 N1'50'20"E Q 17857 C17857C400 18 CONSTRCUT 6" C900 DOMESTIC WATERLINE. Z Project No. Drawing No. SSLAT06 17+13.06 DRIVEWAY A 31.5' 6 PVC 291.11 294.90 0.120 N1'50'20"E /-� � /-� e 19 END CAP (MJ) D (v ' L s Sheet No. a © Otek, Inc. 2016 I , X U X TA SIT J O x O o I � I z ° II I X X X X X X X r. = I II CP 0 OHLPROJECT g - ��OHL- BOUNDARY x II OHL-KOHL r' I o II - OHL -OHL c m �c u Q u Iam mr`^c J J I ■ r on m �r rr♦ tll� �Y O m 10 o i Z ` o Y I / F7T7 -. I _ DRWY A STA:24+32.48 7 7 ' n ® 6.00 L Tr Cf) / / / 268 LF 17 ACCESS EASEMENT OVER � \ W 27 LF 17 ' DRIVE A ENTIRETY OF PROPOSED RIVER �-�� o J DRWY A STA: al a4 24+00 SO Sp SD sO sO a���" SD Q \ TERRACE EAST TRACT B r o���a o , ~' Ix SB - - - i - - - - - - \ z "� c� _ o LJ 7 r ® 194.45' L / / -� 25 LF \ 1 ��' f. x W I N: 649754.16 / 1 �yy Is DRWY C STA: 11+33.17= im, � x o CA Q� o ;; Lr v � E: 7598878.42 DW b I DRWY A STA:21+09. 11 .� �<v � I o \ O I / ILM - tsO-- 22 LF / ♦ - \ \ �18 REMOVE EX WTR s D J I 17 / \ _�- LINE TO THE WEST o DRWY A STA: 16+85. 15 I t. IB F ®9 00C STA: 10+48.00 7 WASHINGTON 14 0 175.94' L ,, CONNECT TO EX WTR LINE COUNTY R/W N: 649735.29 / $ DRWY A STA:®13 6630.3E i I - 1 s -- -- - - - - - - - VER I FY LOCAT I ON PR I OR TO CONS. E: 7598877.77 ~ I / DRWY A STA:23+64.81 3 3 - - - - ® 20.27 L DRWY A STA:21+55.89 I v 11 11+ o DRIVE Cp Ia ao o I / / ® 14.92 L 8 6 611 / BLDG H N G o "A 12 UPHILL PLEX BLDG J 7 DRWY A STA:21+35. 13 I , q. 1 SSC04 22 UPHILL PLEX ® 3.24' L I DCDA o SSCO3 SSW01 STA:63+02. 10 3 SSW01 STA:61+42.38 DRWY A STA:21+06 1 1 18 'NO MQ DCVA WM 6:_ R I M= 312.17 RIM= 312.44 1 13 1 ___ Q m I/ IE IN= 307.20 (6" N) I E I N= 305.40 (6" W) ® 23.48 L Q DRWY C STA: 10+ 16.83 o I I SSLAT01 E OUT= 307.00 (6" E) I E I N= 305.40 (6" N) 15 DRWY A STA:21+02.1 I W ® 9.01' L IE OUT= 305.40 (6" E) ® 6.00 L SSWDRWOYIA STA:20+62036 v - e 51 LF 7 II SSLAT02 f 8 CONNECT TO EX WTR LINE co .' / 8" X 8" T I8 W EE ss 33 ss - I N 1 SSMHO8 x N DRIVEWAY A STA:20+62.371 1 50.88 LF 6" SS 71.50 LF 6" SS J _ RIM= 314.06 co t I S5 0 0100 6 SS 5 5 S=0.0100 IL 7 S=0.0100 I 1 E I N= 304.18 (6" W) r L - - - - - - - - - - - - - - - - -SD - - - - - - �- - - - - - - -� - - - - - - - n ... E OUT= 303.98 (6" S) \ _ -- - .� a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ --E-E- S EE-T- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRIVATE' WATER NOTES - - -- PROPERTY LINE - I ON L NE. A EY Z CON CONSTRUCT 6" 0900 DOMESTIC WATER LINE AND 8" I � I � I x U) 4 ,2 CONSTRUCT 4" DOMESTIC WATER LATERAL AND 6" LEGEND O FIRE PROTECTION LINE FROM PRIVATE MAINS. STUB PRIVATE SMR NOTES F 5' FROM FACE OF BUILDING. FOR CONTINUATION SEE SS SANITARY SEWER LINE ® STORM DRAIN MANHOLE PLUMBING PLANS. CONSTRUCT 48" STANDARD MANHOLE PER CWS STD. SANITARY SEWER MANHOLE Qo STORM DRAIN CLEANOUT O 3 CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER 0 DWG. 010 SEE SHEET C5.2. > CITY OF TIGARD STD. DWG. 542 SEE SHEET C5.5. 0 SANITARY SEWER CLEANOUT FC FIRE WATER CLOSET W W QCONSTRUCT INSIDE DROP MANHOLE WITH BOWL PER SEWER LATERAL INSTALLATION CHART � INSTALL 8"x8"4" CROSS (MJ) WITH 3-8" GATE CWS STD. DWG. 080. SEE SHEET C5.2 FW FIRE WATER LINE VALVES (MJ) 3 WM WATER METER LENGTH SLOPE r LATERAL STATION ALIGNMENT (FT) SIZE (IN) MATERIAL IE ® MAIN IE ® END (FT/FT) PIPE BEARING W O INSTALL 6X6 x6 x6 CROSS (MJ) WITH 3-6 GATE CONSTRUCT STANDARD CLEANOUT PER CWS STD. DW DOMESTIC WATER LINE DWG. 500 AND 510. SEE SHEET C5.3. ❑ DOUBLE CHECK VALVE s VALVES (MJ). FW SPRINKLER SERVICE LATERAL DCVA ASSEMBLY 0 SSLAT01 63+02.10 SSWO1 4.4' 6 PVC 307.20 307.29 0.020 N1'49'29"E O W E o 4 CONSTRUCT 4" SIDE SEWER LATERAL (SDR-35 PVC) WS DOMESTIC WATER SERVICE Of Z INSTALL 90 BEND (MJ) PER CWS STD. DWG. 520. ON SHEET C5.2. STUB LATERAL DCDA DETECTORASSEMBLYSSLAT02 61+42.38 SSWO1 4.9' 6 PVC 305.40 11 306.08 0.140 N1'24'28"E Q r INSTALL 45° BEND (MJ). LATERAL 5' FROM BUILDING FACE. REFER TO " ♦ ♦ r'1� PLUMBING PLAN FOR CONTINUATION. FIRE HYDRANT ASSEMBLY SSLAT03 60+91.50 SSW01 4.6' 6 PVC 304.89 305.81 0.200 N2'07 55 E V 1--�� INSTALL 22.50 BEND (MJ). CONSTRUCT 6" SDR-35 PVC SEWER PIPE. a BLOW-OFF ASSEMBLY INSTALL 8"x8"x8Q" TEE (MJ). NO GATE VALVES ON FIRE Q Z sO STORM DRAIN LINE O U' Z g s LINE 6❑ CONSTRUCT 8" SDR-35 PVC SEWER PIPE. - CONSTRUCT 8" DOUBLE CHECK DETECTOR VALVE Ip E CL ASSEMBLY PER CITY OF TIGARD DWG. NO. 533. SEE CONSTRUCT SIDE SEWER LATERAL PER CWS STD. LL_ SHEET C5.5, DWG. 520. ON SHEET C5.2. STUB LATERAL 5' FROM A w 5 j o BLDG FACE. REFER TO BLDG PLUMBING PLAN Ii i II CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER J O FOR CONTINUATION. CITY OF TIGARD DWG. N0. 532. SEE SHEET C5.5. i CONSTRUCT 11" IRRIGATION METER "PER CITY OF J TIGARD STD. DWG. NO. 521. STUB 2 IRRIGATION U I2 PIPE 5' PAST SIDEWALK. IRRIGATION DCA AND CONTINUATION OF IRRIGATION SYSTEM BY OTHERS. 3 INSTALL 6"X6"X6" TEE (MJ) W/ (2) 6" GV (MJ). 0J • STUB 6" DOMESTIC WATER LATERAL AND 10" FIRE ` z a` 14 PROTECTION LINE 5' FROM FACE OF BUILDING. FOR z -LiCONTINUATION SEE BLDG. PLUMBING PLANS. u 15 INSTALL 8"X8"X8" TEE W/ (1) 10"x8" REDUCER (MJ). O a Hanmiftbal Partner 808 SN 3rd Ave., Ste. 300 CONSTRUCT 8" C900 FIRE PROTECTION LINE. 20' 0' 20' 40' Phone: d, 287-684 o Is � Portland, OR 97204 Fax: 503 415-2304 17 25 CONSTRUCT 6" C900 DOMESTIC WATERLINE AND 10" ( ) C900 FIRE PROTECTION LINE. SCALE IN FEET W m wxw.otak.com AN I B CONSTRCUT 6" C900 DOMESTIC WATERLINE. 17857 C 17857C400 Project No. Drawing No. Z D C4 . 3 19 END CAP (MJ) a d Sheet No. ©Otak, Inc. 2016