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PLM2O19-OO100 ,.„,,,_)p,- 0 \ COMPASS i i NCOLoGy ,,\„ „, LA-k\-\ ` 5-Ni-e-- . RECEIVED MAR 13 2019 CITY OF TIGARD TIGARD WESTSIDE CANCER CENTER BUILDING DIVISION COR GAN CAI ARCHITECTS, INC. - 401 N HOUTSONT 5T.PACKAGE DALLAS, TEXAS 75202 T: 214.748.2000 F: 214.653.8281 °ISSUES 1 09/27/2018 ADJL,D i,unzi+E i 6 1 VARIANCE (II) SHEET LIST VICINITY MAP CODE INFORMATION2 10/1212018 ISSUE FOR - ,.1., . :. • - • • • • • • �, — 3 10/19/2018 ISSUE FOR 100% PERMIT �— . s� 12123 Southwest 64th Avenue,TlgaCz! OR w 5 "�' 4,1 PROJECT DATA AND CODE INFORMATION 4 Q -. , 5 E W 6 < Z a PROJECT DATA 7 {n U 0 '<;;,, 4 c ie PROJECT NAME. PROJECT NAME AREVISIONS 1— IY o PROJECT ALAJr‘c,y3 12123 SOUTHWEST 69TH AVE TIGARD, OR 97223 Z o rli ii , W u. Hl 0 0 ,. r LL W M 5 € So';Soutn�+N..s OWNER: MCKESSON SPECIALTY HEALTH Cn W w t it APPLICABLE CODES NOTE:INCLUDED IN SPECIFICATION SECTION 014100 REGULATORY REQUIREMENTS SHEET NO. SHEET NAME ¢ ::.�:�:,.: � i in c Sr .. r I l' BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BASED ON THE 2012 INTERNATIONAL 01X GENERAL BUILDING CODE GXO0-00 I COVER SHEET I ■ I ■ I ■ 7 ;:. E ¢ ACCESSIBILITY CODE: ENTER DISABILITY CODE 02X-CIVIL PROJECT ' `' ,.hr ELc.Lo i r'n, L CODE: 2017 OREGON ELck.,i RILAL SPECIALTY CODE (OESC)BASED ON THE 2017 NEPA 70, NATIONAL EL-1, ...,\L CODE AMENDMENTS TO THE NEC-TABLE 1-E CX-00-00 CIVIL SPECIFICATIONS ■ LOCATION CX-01-00 CIVIL SITE PLAN ■ ■ , ENERGY CODE: 2014 OREGON ENERGY EFFIL,.c,14 ,�' or c.,...r,TY CODE tutEoL) BASED ON THE 2009 CX-02-00 GRADING PLAN ■ ■ ■ '. ,_:.:.:+ r.; INTERNATIONAL ENERGY CONSERVATION CODE (IECC) OFFICE COPY CX-03-00 UTILITY PLAN ■ ■ ■ FIRE CODE: NFPA '3 CX-03-01 UTILI 't ut_ti,aILS ■ ■ MECHANICAL CODE: 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC)BASED ON THE 2012 INTERNATIONAL CX-04700 EROSION AND SEDIMENT CONTROL PLAN ■ ■ ,.-i MECHANICAL CODE (IMC)& INTERNATIONAL FUEL GAS CODE ( IFGC) WIJ CX-04-01 EROSION AND SEDIMENT CONTROL DETAILS ■ ■ _ _ E PLUMBING CODE: 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) BASED ON THE 2015 UNIFORM PLUMBING ,. 03X-LANDSCAPE v.- E€F-.n CODE;UPC) Cril `+` r. TINA1 LARSEN LX01-00 LANDSCAPE SITE PLAN • I ■ -": - - REGIONAL OR TIGARD MUNICIPAL CODE TITLES 1-17 r. 4)LeSi. n LX02-00 LANDSCAPE DETAILS I • I ■ is ' = y. F' MUNICIPAL CODE: " A 11 89 - ►--? 04X-STRUCTURAL LIFE SAFETY INFORMATION • Wilk � r • CT SXO2-00 STRUCTUAL NOTES j■ • ■ g DALLAS. ,ct,r,u -T SX02-01 SPECIAL INPECTIONS AND KEY PLAN I ■ ■ wod0.--�,,,,, ,-.- USE OR OCCUPANCY CLASSIFICATION EXISTING -In t,\1 SXC -02 SITE FOUNDATION PLAN ■ ■ OCCUPANCY: GROUP - B �0F 0\1j.)SX02-03 SITE ROOF PLAN ■ • ■ PROJECT OVERVIEW 1 SX04-01 VAULT FOUNDATION DETAILS • ■ TYPE OF CONSTRUCTION EXISTING SX04-02 VAULT FOUNDATION DETAILS • ■ — SX04-03 VAULT ROOF DETAILS I • ■ CONSTRUCTION TYPE: II-B SXO4-04SITE FOUNDATION DETAILS I • • ADDITION: 10/19/2018 — -O i TILT OPENING DETAILS ■ ■ PROPOSED BUILDING ADDITION SHALL BE A ONE-STORY CAST-IN-PLACE CONCRETE STRUCTURE WITH MASONRY PARAPET WALLS. THE FENESTRATION IS SYNTHETIC STUCCO WITH CHANNEL REVEALS IN MATCHING PROPORTIONS SXn 5-01 CANOPY EXTENSION PLAN AND DETAILS I • •! i _ CIVIL Specifications D. EXCAVATION • when work has proceeded without jurisdictional approval shall be the sole expense of the __ ____ .i COMPASS ONCOLOGY - TIGARD - VLMK JOB # 20180259 D.1. Excavate for footings, piers and slabs to sizes and levels shown or required. Utilize straight edge Contractor. -_ ---__7_-_-_--,___--:__ _ -='=---—__ • bucket to minimize soil disturbance. Clean all footing excavations of loose material. J.1.c. Safety: the safety(as it relates to this construction project)of workers, neighbors, and _ i passers-by is to be the responsibility of the Contractor. Unsafe conditions shall be identified ----1----- UTILITY NOTES Wdri \� - 1. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW 6. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH PRIVATE UTILITIES 1 -1 V f RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. FOR RELOCATION OF CONDUITS, POWER POLES, VAULTS, PEDESTALS, ETC. "---"-^�° -^` ^^ - THOSE RULES ARE SET FORTH IN OAR952-001-0010 THROUGH OAR E I I 1* j H D 952 001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE 7. ALL EXISTING FACILITIES SHALL BE MAINTAINE D f3Y THE CONTRACTOR I I � - i - IC / CENTER BY CALLING 811 OR 1-800-332-2344. IF YOU HAVE ANY UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL `: 110-266. QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWISE ; 8" IE 26450YI y YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING I MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CONSTRUCTION. CONTRACTOR SHALL LEAVE EXISTING FACILITIES IN AN : CALL 811 OR 1-800-332-2344. EQUAL OR BETTER-THAN-ORIGINAL CONDITION. j I- 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE �� 1 y� y� NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED OR LOCATION, SIZE & DEPTH OF EXISTING UTILITIES. NOTIFY ENGINEER / �./ "�- C Q f1 A N INSTALLATION OF THE UTILITIES SHOWN. THE DRAWINGS DO NOT IMMEDIATELY OF ANY DISCREPANCIES. `�• 8" STM (EXTG DEPICT EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR ,�: S - 0.42% / FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR 9. ALL SANITARY DRAINAGE, RAIN DRAIN AND STORM SEWER PIPING �, - CAI ARCHITECTS, INC. WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING INSTALLED WITHIN 5-FT OF THE OUTSIDE OF THE BUILDING SHALL BE y 401 N HOUSTON ST CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. CAST IRON, SCHEDULE 40 ABS-D.W.V., SCHEDULE 40 PVC-D.W.V. OR ; © DALLAS, TEXAS 75202 EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF OTHER MATERIAL AS APPROVED BY THE OREGON AMENDMENTS TO THE • 21" STM T: 214.748.2000 F. 214.653.8281 EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION UNIFORM PLUMBING CODE. _S1 ST •,,,• ST ST- 5 -_ iE a - BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC • r - tTISSUES AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. 10. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE ��� , 1 9-27-2018 ADJUSTMENTSNARIANCE (II) CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF THERE ARE ANY PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL AND EACH RUN �� DISCREPANCIES. OF PIPING, WHICH IS MORE THAN 100 FOOT IN TOTAL DEVELOPED �� ;r -E 2 10-12-2018 ISSUE FOR PRICING LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100 FOOT, �� r 3 10-19-2018 ISSUE FOR• 100% PERMIT 3. BEDDING AND PIPE ZONE BACKFILL SHALL BE PER"PIPE TRENCH OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. AN ADDITIONAL �� 8" IE 264.280 1 EMBEDMENT" DETAIL, SHEET CX-03-01. CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL 0 -f �, S\ CHANGE OF DIRECTION EXCEEDING 135 DEGREES. THE MAXIMUM 6,6 4. EXCAVATED SEWER TRENCH SPOIL MATERIAL SHALL BE TESTED AND DISTANCE ALLOWED BETWEEN MANHOLES IS 300 FEET. ALL REQUIRED $ ,` c� -7 " IE 265.75 CLEANOUTS MAY NOT BE LOCATED ON PLAN. : r- VG; \' LEGALLY DISPOSED TI AT A PROPER LANDFILL OR OTHER $ 08" IE 264.22 0_ 9 $ 8"STM '" 8" IE 267. APPROPRIATE LOCATION. 1 11. PRIVATE STORM SEWER LINES, DENOTED "STM" OR "ST", SHALL BE 1 * TD I -§ -9.34% I _ /�REVISlONS 5. ALL SEWER TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY PVC 3034, PVC C900, PVC C905, HDPE, CL52 DIP OR APPROVED RIM 270.43 I --!SHORED AND BRACED TO PREVENT CAVING. UNUSUALLY DEEP EQUIVALENT, UNLESS OTHERWISE NOTED. ALL STORM PIPING SHOWN -�-- _ 8"E 269:14 �` = � EXCAVATIONS MAY REQUIRE EXTRA SHORING AND BRACING. ALL HAS BEEN SIZED FORA MANNING'S "N" VALUE = 0.013 AND PIPE INVERTS 1 = cv - SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO HAVE BEEN DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE 1 = • u - } FITTINGS, UNLESS OTHERWISE NOTED. �, = '� � IE 267.85 ��` OREGON OCCUPATIONAL SAFETY AND HEALTH DIVISION (OSHA) " ` 01° REGULATIONS AND THE CITY OF TIGARD STANDARD CONSTRUCTION ,"S, p = r'� SPECIFICATIONS. 12. ALL STORM LATERALS SHALL HAVE#10 GAUGE COPPER WIRE OR TRACER "5Igo* © yam• F. ' ° TAPE AT 1.5 FT TO 2.0-FT ABOVE THE LATERAL. •�,,,,, i .. = ` 8" IE 264_ % , _ 0 a_.-- �' :;� :; n_s ;.x-4� ;- r. I ; :;-- 8 STNi _ .. �,4.:� ,W r: r. yFy�. ,:,7. o _ $ 8" DS 2 `i " DS3 8" STM (EXTG \ _ /` .\ 1E 271.00 IE 270,00 ( S = 1.00% .. E. , 1 8„ IE 264.21 :'_ _ ._._� GENERAL SYMBOLS UTILITY SYMBOLS _ -_ =_i = Ro) PROFe EXISTING NEW. _-SA_.- SANITARY- EXISTING --.__ F ---r : �ca�NG 1 Nie �S • CATCH BASIN (CB) -OR AREA DRAIN (AD) .;A SANITARY NEW4drc € w _ DN = '� I :� �` ❑ A _ jI ! 5139- E la MANHOLE (MH) ST- STORM EXIST fl I 1 I _ S Ic' / i - UTILITY POLE ET STORM NEW0. N. _ \ , � FIRE HYDRANT (FH) G GAS - EXISTING '.a _ i 3 ¢ p + �� �� 1 WATER EXISTING b i = l,S, >Y i �• ' Ki �M METER T TELEPHONE - EXISTING `� A ► ' i _ ,;- r AA/ M. 0 ip E EV UTILITY VAULT , Ni,Gi 17. ELECTRICAL EXISTING a ,' 1 EXPIRES: 12/31/20 19 TO ET TRANSFORMER AND PAD _ I r IE INVERT ELEVATION ---a- ---- a 8" E 268^5 4, _ I T , - - ' C.O. CLEAN OUT IZ • o o �_ � TFr+. TRAN TRANSFORMER MH MANHOLE i !a ° Il _ I I4� .. ,�_ 4+ 0 VALVE BOX COVER CB CATCH BASIN c • ''a 15"191111111---a- c4•, 0 \ ® ® POST INDICATOR VALVE AD AREA DRAIN ° - •t. ' • - ' .$ O • '� C".�► •L,' ._;w ` V I- 1/ 1E 271.00 3 �4is� Date of issue: EXTG EXISTING A i 1 • - * ``� .- .U. LIGHT POLE a ....�. ..� �.'r ®`JG r �3� p + 10/19/2018 �; WALL MOUNTED LIGHT '4' 1� L ° ° �N I ` t < FIRE DEPARTMENT CONNECTION (FDC) ABBREVIATIONS ,.° k �� w' I -; - �% t Z X IX GATE VALVE SAN SANITARY `N _2- , r , L.2..21 1 ‘ 8" IE 271,00 4' 4 x PACKAGE CHECK VALVE STM STORM �� ❑ C.0 c.o. CLEAN OUT (CO) PVC POLYVINYL CHLORIDE rn O HDPE HIGH-DENSITY POLYETHYLENE N CONC CONCRETE Q UTILITY KEYNOTES '1�= 1 UTILITY DETAIL 1"- 10' I"I"I c\IO0 fy co CONNECT NEW STORM PIPE TO EXISTING. -7/ CX-03-00 I I o co 0 REMOVE EXISTING STORM LINE OR ABANDON IN PLACE AND FILL WITH CDF. V! ❑ O CS rn 10 0 10 20 30 V J O EXISTING STORM PIPE TO REMAIN. CONTRACTOR TO TAKE CARE NOT TO m Q I DAMAGE EXISTING PIPE. F" Z j co 0 U W ¢ ti`� 0 U ' IY %ATM:- ' -----t) i. ': ,-2 t 1 4`,-"-4' Ct U) dti - ��ctc' ala-:•� •..' .. .. � � � rn Mi a Sc€33S TIM - ...._- _ - _ pis .�__. ._ _ __. _-... r• a - I ❑ � vJ �� N y ? z 1 'i 1, , cz�s li r3 C L_,„.„I Ei- HO /'N''.44 H 1. 1 , ' 1 -. I1 I � Y, HHH ' \- \ II - :i . } EL ' X31 13HS •I / 5 i'. Z c #4..^ 5T S. c as n5+- :_ ca / .. CV / l . / 3 0 < Cy I , r , j 11 .u.I Coy. i i i101 I i i s .r? 71 y V 1 LL I P a ft * ••`•- / I . , 'rte , 1 I - ?- ST 0 S ST ST I �` ftli-- .'";` j , �4 '. , , . ■, . '4 f`. ' \\1...i;. I _ I PI A .--. 01 4-STORY CONCRETE lii , . . 1 1 imall PARKING STRUCTURE [ll r-t (40_,. 1 ,- y I "� .-.`Da3t? 1I.tVeiOa3X''a ]- �s� ; , I* ^.rjt I -.. , '•�I: \ S 1 ' ' B3_ Ci HT. 35' i�' -- 1- \ 1 . � ,�-, 1 4.11i . 1) C .c yAs to) 1 27a ' is _:. - r^ Cry ft _�� 0-'' ' c�Ut�_D1NG 'A') TILT-UP � � , I '! ° 1; 416 ... )-►. " . STRUCTURE 2-STORY 1 .,(-•--'. !' .{'SS CONCRETE : r. 1 - .��� • 1 CX-03-00 - W � I,j ' 1 111 .4, 61 11k, a 01 1,... �� Z�g1� .,r rrj •e f tom.. fi N. • i }c r� F,J3Lj_'y �({} , , , , , , , � ' I , • UTILITY PLAN erg /'\ .r _. L•' 0r' J.� ! ': ..i k�' - - �- •--�`�- F r p 1` .: - ` , �. lea ,, 7. • - •• •• -Tax € s a t lx .' -. ` wail r� tom. G - �• _ ^f. 3. Lim iilr 7 I "��,s' 1 iM 1=,-kwr p -1�A - - •! " ''• • il•►;� �� _ _ aseli�� � • r- : 7wr�ss-,:_114 .:'"■i _ a>-O CD ---- ,,i.rte � y .. .s ' �`►-� `,. 4 .Ir_ } __________,s � _i- I X . � I ' 1 I � ._ i �. , ! • U Vr LMK 3933SW KaIIy Aye. JOB 1805 5.0000 UTILITY PLAN �" =4a' X03.2220453 DATE 10/19/2018 co cS ENGINEERING + DESIGNVLMK,COM F r}- ' SHEET Lia-) m 40 0 40 80 120 0 0 . C X mg 03 _ 00! • co c. • - .. . INSTALL 24"x 24" CONCRETE FOR CJpwr , rrijki, ArfIAC.: -_--__--_- -___--__- _r----.- _..•.--..-,-,..: :_ :.....------:71: :7.if-77---_-_1-=-1_--f-L: PAD IN UNPAVED AREAS 1. EXISTING A.C. SHALL BE SAWCUT. THE EDGES ----•_•-...''..-,4'.."7.,;...-,,e,,, - -, SHALL BE PAINTED WITH HOT LIQUID ASPHALT& _=...--_,-..-----,,,,-"--------...- --,--_ _-- ------------_,_ __-...,-- --------_,- --_--_---_-------- PAVED SURFACE SAND SEALED. -__77-._:--2-7-7,-.&,--- -----_-:-_Ar__ ___.-------__-_ — I 1 24" I 2. REPLACE A.C.TO EQUAL THICKNESS OF THAT 4- I-:: *:. ..- s .....s .,T REMOVED-NOT LESS THAN 2"COMPACTED --z-,- --::_=-7-,..---------- -_—___ - - - - _- — _ - — _ • --..- --_-_--,_----=ri-----=- - -_-__--- _- I * \-- 14 END-OF-LINE WATERTIGHT PLUG THICKNESS. . 41 .4 4 PER UNIFORM PLUMBING CODE. --.- -- - E-- - - --_-- _._,;.•.__ A0 == A 0 ae;44.'41 USE PVC RISER PIPE. - PAVED AREAS LANDSCAPED --_____ -,, - • • , MATCH LATERAL PIPE SIZE UP TO 6" DIA. ( / - - _ ':_t_,-- --_----- _ _ -----,-_:_,:-: - - . - -- - -- -_ A 0 • 4 A (PIPE MUST FLOAT INSIDE FRAME) TRAFFIC AREAS AREAS go R a A EI t 0 4 ..- • BUILDING DOWNSPOUT-..N • \< Y. * • • • 1 . A 4 q 4,...4 3/4 -0 CRUSHED ROCK -SEE ARCHITECTURAL FOR CAI ARCHITECTS, INC. 4 a . O. 0 (\* . _. '0°• SIZE AND LOCATION v•..i:.:' A A 4 Al , ‘' • 0 ' 401 N HOUSTON ST A 4 . 4 ' '''.<7 0" ' \\\\::s:,.' ‘.. DALLAS,TEXAS 75202 4 4 4 4 4 i,, , o - • .- 3/4"-0 GRANULAR BACKFILL MATERIAL. THE T: 214.748.2000 F: 214.653.8281 - i 4 4 4- 4 A '‘*• /VS, 0. 0 4 74 .) . UPPER 3-FT OF BACKFILL BENEATH PAVEMENTS, '" 3' MIN ‘... .... 4 A 0 / '.A. •a A . STORM DRAIN INLET 12"MAX. • SLABS OR STRUCTURES SHALL BE COMPACTED % . / CISSUES WORK AND MATERIALS d• 1 ABOVE FINISHED GRADE. 1 I / TO 95%ASTM D-1557. BELOW 3-FT BENEATH yu . p PER I.P.C. 1 ';' ..' -SEE UTILITY PLAN FOR SIZE. A [1 PAVEMENTS, SLABS OR STRUCTURES,THE •0. 1 9-27-2018 ADJUSTMENTSNARIANCE(II) i ..4.., -.. . - '•A'''' A V A ''-' .'" • 4 4 BACKFILL SHALL BE COMPACTED TO 92%ASTM o 2 10-12-2018 ISSUE FOR PRICING . 4.. . 4,..• ,i— . CLEANOUT TYP.ALL DOWNSPOUTS • 4 A A A V '7°.' V 1 i l' \\sy m. NI, 4 Z. V ' D-1557. \ • • 0 -4.-...--- SITE MATERIAL OR i 'I)-. - -SEE ARCHITECTURAL. N v, ° O 3 10-19-2018 ISSUE FOR 100% PERMIT GRANULAR BACKFILL .‘ .. ‘Q • • X • 1 ••• 4•. N /...- REMOVABLE MATERIAL. BACKFILL 0 A. •• . -... '-: ...- -• • . PIPE .. N. ° '0 . . ' 0° - TRAFFIC RATED VALVE SHALL BE COMPACTED . *A.. :. i. • :..01 . : .4 - .. A , - - PIPE -... - o . . _ 0 s/ I \//j \\ - • ' '. - .* -. I - la. ' •-4 • PLUG BOX AND COVER 6" TO 90%ASTM D-1557. 0 ' SITEWORK CONTRACTOR----................''`//,\/\ \ \/'\ • . . 1 45-1 ,VatN1 5?: - ZONE , • ,/".'l ..... • ... 9.._,..,,_. D12 - • • 4. . BASE OF DOWNSPOUT O. • 6 - • • 41,a.k- .-- D/2 17 0 0 * AREVISIONS - . -0 . . . . • .. • - 9 _ _____ _ SEE UTILIW PLAN--....... '• • " )-()(1 ,9_(.4. . ...>„ BEDDING FOR LATERAL SIZE .: : '4 $i • •A .. WU * C.= 4"MIN. '4- .- - • • O 0 • .. . AND SLOPE. y : '•• ..: .. ..› i • • -• -SEE STRUCTURAL FOR -, ,-. . . . MATERIALS PER '. : :• '-: . ?. . BUILDING FOUNDATION AA SPECIFICATIONS. INFORMATION NPN,.....INSTALL 24"x 24"x 4"CONCRETE IE PER UTILITY PAD IN UNPAVED AREAS 1 PLAN (NOT REQUIRED IN PAVED AREAS) i 1 DOWNSPOUT CONNECTION DETAIL 2 CLEAN OUT 3 PIPE TRENCH EMBEDMENT SECTION , CX-03-01 DS CONNECT.dwg N.T.S. CX-03-01 - N.T.S. CX-03-01 - N.T.S. 1 1 0/1 9/1 8 ..sc 0 PROPe. N <0 , ‘4, . p.4t Cy .37 I' i ' p '-- ,,, ... --\--; A -*;.'r,i_ IN20 RATED GRA --...3.1\\ ...,....:1.:;•4i. " 1:`-: W 4 ‘.. •C) ' '•Wie.,,lk At , •, W/ TE EXPIRES: 12/31/2019 I ---•-\\ --... .:;, ?8"-P4': <, . 7:, ii. •:•.-it;;;,:r..),:;-4.1-:.:::.i(- - -1p=4-....,..--.„,,,:.:,,,,....7x, • 'k-e'4"':',:,`,,•:t.- -;••;:•':,4",•7,tit::..N4,..14r:-; 4'.$ !,?, ;,-;:;:::',,-,-,-„-g,!:z!:•.,,-::1,?;k:: •t4-:ii',?t•;11 ---=L-171--:z•,-;••. -,.-4:,- :,---.-,- L,-,,,,-,,;•,__,F:•••o Date of issue: COMPACT TRENCH e MIN. OR BOTRIM 10/19/2018 PER MANUFACTURERS (f) RECOMMENDATION, TYP. 101' MIN. 1 1, it 0 i .• C*1 X PACKAGE z 4 121 MAX. 1 ,7 *IC 6 I E*gi ,3i 2 -f'* 1-,i: ,,;•7-,, -,;•: * L() ••,*i.:,:rti -,,, -,7,-3.;i4,,,:& C•I &NI •,, 4,,144 >" gvr .5 CO -'1::2?:-!` '•'i Ci;.:=:'; ,"2.,V.,' `,;;;-;;I::::i4:----='-`•'1 : p-'-' CI C4. (..9 75 o; . (NJ m.o.. C9 co TREN« •ci 0 cS DRAIN cot.i cam z LtiCI) co < COMPACT TRENCH 2 0 H.. Zw 0 BOTIDM 4 W 0 0 ,w ta (r) w < ccl 0 . . . 0 a) ce ,--- _-_-- ,___ o0 -.- 4 TRENCH DRAIN DETAIL 1: CX-03-01 TRENCH DRAIN.dwg N.T.S. 0 W CI CO < Z co 0 < CN1 TN-I 0 1 . 0 0 i UTILITY DETAILS -s A .....--- 9 X { 0 3933 SW Kelly At JOB 18055.0000 14,1r 11. M K Portland,OR • 503.222.4453 DATE 10/19/2018 c0 ENGINEERING + DESIGN VIIALCOM CT; SHEET 01 1 .0 CX- 03 _ 01 ‘...